{"id":299,"date":"2022-05-11T12:07:04","date_gmt":"2022-05-11T10:07:04","guid":{"rendered":"https:\/\/asdea.eu\/software\/?page_id=299"},"modified":"2024-04-18T15:08:28","modified_gmt":"2024-04-18T13:08:28","slug":"library-of-stko-citations","status":"publish","type":"page","link":"https:\/\/asdea.eu\/software\/library-of-stko-citations\/","title":{"rendered":"Library of STKO Citations"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.19.0&#8243; _module_preset=&#8221;default&#8221; custom_margin=&#8221;||||false|false&#8221; custom_padding=&#8221;10rem||0px||false|false&#8221; bottom_divider_style=&#8221;slant&#8221; bottom_divider_color=&#8221;#f1fafe&#8221; bottom_divider_height=&#8221;200px&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row _builder_version=&#8221;4.17.1&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.17.1&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.19.0&#8243; _module_preset=&#8221;default&#8221; header_font=&#8221;|300|||||||&#8221; header_text_color=&#8221;#3399CC&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<h1>Library of STKO Citations<\/h1>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.17.1&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.17.1&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.20.2&#8243; _module_preset=&#8221;default&#8221; text_font=&#8221;PT Sans||||||||&#8221; text_text_color=&#8221;#666666&#8243; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.8em&#8221; custom_padding=&#8221;||||false|false&#8221; custom_padding_tablet=&#8221;0px||||false|false&#8221; custom_padding_phone=&#8221;0px||||false|false&#8221; custom_padding_last_edited=&#8221;on|phone&#8221; text_font_size_tablet=&#8221;16px&#8221; text_font_size_phone=&#8221;16px&#8221; text_font_size_last_edited=&#8221;on|phone&#8221; global_colors_info=&#8221;{}&#8221;]We have gathered a non-exhaustive list of papers\/articles\/research citing STKO. These papers can act as a good resource to see how STKO can be used to develop research studies.\u00a0\u00a0 If you want your paper or research to appear on this page, please <a href=\"https:\/\/asdea.eu\/software\/contact-us\/\">contact us.<\/a>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.19.0&#8243; _module_preset=&#8221;default&#8221; background_color=&#8221;#f1fafe&#8221; background_image=&#8221;https:\/\/asdea.eu\/software\/wp-content\/uploads\/sites\/3\/2022\/11\/cyber-security-05.png&#8221; background_position=&#8221;top_center&#8221; custom_margin=&#8221;||||false|false&#8221; custom_padding=&#8221;||||true|false&#8221; top_divider_style=&#8221;slant&#8221; top_divider_color=&#8221;#f1fafe&#8221; top_divider_height=&#8221;200px&#8221; bottom_divider_style=&#8221;arrow3&#8243; bottom_divider_color=&#8221;#3C3C3A&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row _builder_version=&#8221;4.19.0&#8243; _module_preset=&#8221;default&#8221; width=&#8221;100%&#8221; custom_margin=&#8221;||5rem||false|false&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.19.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_code _builder_version=&#8221;4.20.2&#8243; _module_preset=&#8221;default&#8221; hover_enabled=&#8221;0&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;]<\/p>\n<style><!-- [et_pb_line_break_holder] -->  td, th {<!-- [et_pb_line_break_holder] -->border:1px solid #ddd;<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] -->tr:nth-child(even) {<!-- [et_pb_line_break_holder] -->            background-color: white;<!-- [et_pb_line_break_holder] -->        }  <!-- [et_pb_line_break_holder] -->tr:hover {background-color: #ddf0fb;}<!-- [et_pb_line_break_holder] -->@media <!-- [et_pb_line_break_holder] -->only screen and (max-width: 780px),<!-- [et_pb_line_break_holder] -->(min-device-width: 400px) and (max-device-width: 1400px)  {<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\ttable, thead, tbody, th, td, tr { <!-- [et_pb_line_break_holder] -->\t\tdisplay: block; 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}<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(2):before { content: \"Author\"; }<!-- [et_pb_line_break_holder] -->  td:nth-of-type(3):before { content: \"Year Published\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(4):before { content: \"Link\/files\"; }<!-- [et_pb_line_break_holder] -->  td:nth-of-type(5):before { content: \"Topics\"; }<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] --><\/style>\n<p> <!-- [et_pb_line_break_holder] --><pee> <!-- [et_pb_line_break_holder] --><\/p>\n<div class=\"wrapper\"><input type=\"search\" placeholder=\"Search...\" class=\"form-control search-input\" data-table=\"publications\" style=\"border: 1px solid grey; border-radius: 5px; width: 100%;padding: 2px 23px 2px 30px;\"><\/div>\n<p><!\u2013- [et_pb_br_holder] -\u2013><!\u2013- [et_pb_br_holder] -\u2013><!-- [et_pb_line_break_holder] -->          <\/pee><!-- [et_pb_line_break_holder] -->          <\/p>\n<table class=\"table table-striped mt32 publications\"><!-- [et_pb_line_break_holder] -->              <\/p>\n<thead><!-- [et_pb_line_break_holder] -->                  <\/p>\n<tr bgcolor=\"#2795d3\"><!-- [et_pb_line_break_holder] -->                      <\/p>\n<th style=\"color: white;\">Paper Citation<\/th>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<th style=\"color: white;\">Author<\/th>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<th style=\"color: white;\">Year Published<\/th>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<th style=\"color: white;\">Link\/files<\/th>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<th style=\"color: white;\">Topics<\/th>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->              <\/thead>\n<p><!-- [et_pb_line_break_holder] -->              <\/p>\n<tbody><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>A review of graphical user interfaces of OpenSees software framework.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Shabani, Amirhosein<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.frontiersin.org\/articles\/10.3389\/fbuil.2023.1233116\/full\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>graphical user interface, OpenSees, software functionalities, numerical modeling, seismic analysis, soil-structure interaction<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Seismic Assessment of the Archangeloi (Ba\u015fmelekler) Church in Kumyaka, T\u00fcrkiye.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Gunes, Baris<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.mdpi.com\/2198556\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Archangeloi (Ba\u015fmelekler) Church; masonry; seismic assessment; nonlinear analysis<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p>                <!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Simplified Method for Nonlinear Seismic Response Analysis of Corroded Pile-Supported Wharf.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Afif Navir Refani and Takashi Nagao<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.mdpi.com\/2505850\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Pile-supported wharf; Spun pile; Frame analysis; Pushover analysis; Fiber-based finite element analysis; Corrosion<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p>                <!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Analytical and experimental shear evaluation of GFRP reinforced concrete beams. 10.21203\/rs.3.rs-3021727\/v1.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Mistretta, Fausto &#038; Puppio, Mario Lucio &#038; Camata, Guido &#038; Nanni, Antonio<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/372412079_Analytical_and_experimental_shear_evaluation_of_GFRP_reinforced_concrete_beams\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Concrete beams and girders, Concrete testing, Failure (mechanical), Fiber reinforced plastics, Shear flow, Steel fibers, Structural optimization, GFRP, Reinforced concrete, Shear capacity models, Shear tests<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Comparative study of alternative equivalent frame approaches for the seismic assessment of masonry buildings in OpenSees, Journal of Building Engineering, Volume 66, 2023, 105877, ISSN 2352-7102.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Requena-Garcia-Cruz, Maria V. &#038; Cattari, Serena &#038; Bento, Rita &#038; Morales-Esteban, Antonio<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S2352710223000566\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Masonry structures, Equivalent frame models, OpenSees, Nonlinear analyses<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Efficient Constitutive Model for Continuous Micro-Modeling of Masonry Structures, International Journal of Architectural Heritage, 17:1, 134-146.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Petracca, Massimo &#038; Camata, Guido &#038; Spacone, Enrico &#038; Pel\u00e0, Luca<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.tandfonline.com\/doi\/full\/10.1080\/15583058.2022.2124133\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Buildings, damage, impl-ex, masonry, micro-modeling, mixed implicit explicit integration, parallel computing, partitioned mesh, plasticity, seismic analysis<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Evaluation of the additional shear demand due to frame-infill interaction: a new capacity model, Procedia Structural Integrity, Volume 44, 2023, Pages 496-503, ISSN 2452-3216.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Di Trapani, Fabio &#038; Bogatkina, Valentina &#038; Petracca, Massimo &#038; Camata, Guido<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S2452321623000720\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>infilled frames, shearm reinforced concrete masonry, OpenSees, STKO<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Experimental and Numerical Insights on the In-Plane Behaviour of unreinforced and TRM\/SRG Retrofitted brick Masonry Walls by Diagonal Compression and Shear-Compression Testing. 10.2139\/ssrn.4464575.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Garcia-Ramonda, Larisa &#038; Pel\u00e0, Luca &#038; Roca, Pere &#038; Camata, Guido<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/371189026_Experimental_and_Numerical_Insights_on_the_In-Plane_Behaviour_of_unreinforced_and_TRMSRG_Retrofitted_brick_Masonry_Walls_by_Diagonal_Compression_and_Shear-Compression_Testing\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>In-plane shear behaviour, Masonry, Numerical simulation, Steel Reinforced Grout (SRG), Tensile strength, Textile Reinforced Mortar (TRM), OpenSees, STKO<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Infill-Frame Interaction: Refined Modelling for the Analysis and the Estimation of the Internal Forces in Seismic Assessment of RC Building Structures, (2023) COMPDYN Proceedings, 2882-2893. 10.7712\/120123.10607.21394.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Di Trapani, Fabio\u00a0&#038;\u00a0Di Benedetto, Marilissa\u00a0&#038;\u00a0Petracca, Massimo &#038; Camata, Guido<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.scopus.com\/inward\/record.uri?eid=2-s2.0-85175840920&#038;partnerID=40&#038;md5=90fa75936caaaaa99a9d25b86f831c30\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Infilled frames, Masonry, OpenSees, Reinforced concrete, Shear, STKO<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Performance assessment of unreinforced masonry arched walls under the action of lateral loading. MCEJ 2023, 23(4): 175-188. 10.22034\/23.4.175.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Homaei, Farshad &#038; Rahbari, Erfan Vosoughi<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/mcej.modares.ac.ir\/article-16-67205-en.html\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Unreinforced masonry walls, Masonry arches, Pushover analysis, In-plane behavior, Pre-compression load, Shear capacity<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Seismic Response of Different Masonry Building Aggregate Configurations by a Refined Fe Micromodel. 1894-1905. 10.7712\/120123.10529.21369.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Di Benedetto, Marilisa &#038; Di Trapani, Fabio &#038; Villar, Sofia &#038; Petracca, Massimo &#038; Camata, Guido<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/375035274_SEISMIC_RESPONSE_OF_DIFFERENT_MASONRY_BUILDING_AGGREGATE_CONFIGURATIONS_BY_A_REFINED_FE_MICROMODEL\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Aggregate effect, Building aggregate, Homogenized masonry, OpenSees, STKO<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings, Procedia Structural Integrity, Volume 44, 2023, Pages 918-925, ISSN 2452-3216.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Alejandro Talledo, Diego &#038; Federico, Rita &#038; Rocca, Irene &#038; Savoia, Marco &#038; Saetta, Anna<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/doi.org\/10.1016\/j.prostr.2023.01.119\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>RC-framed skin, seismic risk assessment, non-linear static analysis, existing RC buildings, retrofitting intervention<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->        <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Simplified Evaluation of the Additional Shear Demand Due to Masonry Infills. 10.1007\/978-3-031-30125-4_1.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Di Trapani, Fabio &#038; Bogatkina, Valentina &#038; Di Benedetto, Marilisa &#038; Sberna, Antonio &#038; Petracca, Massimo &#038; Camata, Guido<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.scopus.com\/inward\/record.uri?eid=2-s2.0-85161279009&#038;doi=10.1007%2f978-3-031-30125-4_1&#038;partnerID=40&#038;md5=3e312af1d8258e0c459aca653027d9e5\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Equivalent struts, Infilled frameMasonry, Masonry infills, Opensees, Reinforced concrete frames, Shear, Shear force, Simplified evaluations, STKO<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p> <!-- [et_pb_line_break_holder] -->                 <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Study on seismic response of unconnected piled raft with rubber mixed soil. Materials Today: Proceedings, 2023. ISSN 2214-7853, doi 10.1016\/j.matpr.2023.10.018.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Amalu, P.A. &#038; Jayalekshmi, B.R.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/doi.org\/10.1016\/j.matpr.2023.10.018\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Unconnected piled raft foundation, Dynamic loading, OpenSees, STKO, Rubber mixed soil<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>The Effect of the Vertical Component of the Earthquake on a Regular Masonry Wall. Applied Sciences. 2023; 13(4):2459<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata, Guido &#038; Di Primio, Alice &#038; Sepe, Vincenzo &#038; Cantagallo, Cristina<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2023<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/doi.org\/10.3390\/app13042459\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>masonry structures, URM walls, earthquake vertical component, micro-modelling, nonlinear static analysis, nonlinear time history analysis<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Analysis of the soil structure-interaction effects on the seismic vulnerability of mid-rise RC buildings in Lisbon. Structures. 38. 599-617.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Requena Garc\u00eda de la Cruz, Mar\u00eda Victoria &#038; Bento, R. &#038; Durand, Percy &#038; Morales-Esteban, Antonio<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/358648960_Analysis_of_the_soil_structure-interaction_effects_on_the_seismic_vulnerability_of_mid-rise_RC_buildings_in_Lisbon\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>structural dynamics, soil-structure interaction, seismic vulnerability of RC buildings<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>A disruptive strategy for structural health monitoring with STKO. Accepted to the 2st Eurasian Conference on OpenSees, OpenSees Days 2022 Eurasia, Jul 2022, Turin, Italy.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Amelio, Alessia &#038; Boccagna, Roberto &#038; Bottini, Maurizio &#038; Camata, Guido &#038; Germano, Nicola &#038; Petracca, Massimo &#038; Quaranta, Giuseppe<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/hal.science\/hal-03793253\/\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>structural health monitoring, digital twin, finite element methods, artificial intelligence<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>A Preliminary Design Procedure for Seismic Retrofit Using Hysteretic Dampers. Journal of the Earthquake Engineering Society of Korea Vol.26 No.2 pp.59-69. ISSN : 2234-1099(Online).(Written in Korean)<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Jeong Gook-ki &#038; Yu Eunjong<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"\/\/www.kci.go.kr\/kciportal\/ci\/sereArticleSearch\/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002813393\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Preliminary design for seismic retrofit, Seismic retrofit using hysteretic damper, Damper design, Estimate of seismic retrofit, Metallic yield damper<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments. Soil Dynamics and Earthquake Engineering. 154. 107135. 10.1016\/j.soildyn.2021.107135.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Elbadawy, Mohamed &#038; Zhou, Yan-Guo &#038; Liu, Kai<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->\t <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->     <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0267726121005571\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>LEAP, Ottawa F-65 sand, Liquefaction, Sloping ground, Constitutive model, PDMY material, Model calibration, Finite element modeling, Centrifuge experiment<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>A Self-Consistent Artificial Intelligence-Based Strategy for Structural Health Monitoring. Fifth International Conference on Railway Technology: Research, Development and Maintenance (RAILWAYS 2022), Aug 2022, Montpellier, France.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Aceto, Luca &#038; Amelio, Alessia &#038; Boccagna, Roberto &#038; Bottini, Maurizio &#038; Camata, Guido &#038; Germano, Nicola &#038; Petracca, Massimo<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/hal.science\/hal-03784295\/\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>structural health monitoring, digital twin, FEM modelling, model updating<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Assessment of specific structural and ground-improvement seismic retrofitting techniques for a case study RC building by means of a multi-criteria evaluation, Structures, Volume 38, 2022, Pages 265-278, ISSN 2352-0124.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Requena Garc\u00eda de la Cruz, Mar\u00eda Victoria &#038; Morales-Esteban, Antonio &#038; Durand-Neyra, Percy<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S2352012422001060\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic retrofitting, Multi-criteria decision making, Reinforced concrete buildings, Soil-structure interaction, Finite element method, Direct modelling of soil<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Assessment of the Additional Shear Demand induced by Masonry Infills on Reinforced Concrete Elements in presence of Seismic Actions. Rel. Fabio Di Trapani, Guido Camata. Politecnico di Torino, Corso di laurea magistrale in Ingegneria Civile<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Valentina Bogatkina<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/webthesis.biblio.polito.it\/22250\/\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Shear demand, masonry infills, reinforced concrete elements, seismic actions, STKO, OpenSees, RC framce-infill interaction, non-linear behavior, brittle failure of columns<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>A simplified model for seismic safety assessment of reinforced concrete buildings: framework and application to a 3-storey plan-irregular moment resisting frame. Engineering Structures, Volume 250, 2022, 113348, ISSN 0141-0296<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Blasone, Valentina &#038; Basaglia, Alberto &#038; De Risi, Raffaele &#038; De Luca, Flavia &#038; Spacone, Enrico<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->    \t <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->         <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0141029621014632\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Reinforced concrete moment resisting frame, Seismic assessment, Regional scale, Simplified spring model, Torsional behaviour, Irregular buildings<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Corrosion effects on the capacity and ductility of concrete half-joint bridges, Construction and Building Materials, Volume 360, 2022, 129555, ISSN 0950-0618<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Rosso, Marco M. &#038; Asso, Rebecca &#038; Aloisio, Angelo &#038; Di Benedetto, Marilisa &#038; Cucuzza, Raffaele &#038; Greco, Rita<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->    \t <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->         <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0950061822032111\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Concrete bridges, Concrete structures, Half-joint, Corrosion damage, Numerical analysis, OpenSees, STKO<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Digital Twin: a Hybrid Approach for Structural Health Monitoring. Accepted to the Fifth International Conference on Railway Technology: Research, Development and Maintenance (RAILWAYS), Aug 2022, Montpellier, France.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Amelio, Alessia &#038; Boccagna, Roberto &#038; Bottini, Maurizio &#038; Camata, Guido &#038; Germano, Nicola &#038; Petracca, Massimo<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/hal.science\/hal-03773062\/\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>structural health monitoring, digital twin, FEM modelling, model updating<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Evaluaci\u00f3n computacional del comportamiento s\u00edsmico de edificaciones patrimoniales en tierra reforzadas con platinas de acero, Tesis\/Trabajos de Grado, Director\/Asesor Reyes Ort\u00edz, Juan Carlos, UniAndes.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Santacruz Rodr\u00edguez, Sebasti\u00e1n Felipe<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/repositorio.uniandes.edu.co\/handle\/1992\/57401\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Adobe, Tapia pisada, Edificaciones en tierra, Reforzamiento s\u00edsmico, Rehabilitaci\u00f3n s\u00edsmica, Platinas de acero, Modelos computacionales avanzados, Elementos finitos no lineales, Comportamiento s\u00edsmico, Modelaci\u00f3n en OpenSees, Ingenier\u00eda de estructuras, Construcciones de adobe, Construcciones de tapia pisada, Vulnerabilidad s\u00edsmica, An\u00e1lisis estructural (Ingenier\u00eda), An\u00e1lisis num\u00e9rico<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Experimental and numerical analysis of the cyclic in-plane behaviour of retrofitted masonry walls. A: Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management. &#8220;REHABEND 2022 Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management&#8221;. Santander: Universidad de Cantabria, 2022, p. 1122-1129. ISBN 978-84-09-42253-1<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Garcia Ramonda, Larisa &#038; Pel\u00e0, Luca &#038; Roca Fabregat, Pedro &#038; Camata, Guido<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/upcommons.upc.edu\/handle\/2117\/372340\" target=\"_blank\" rel=\"noopener\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<td>Cyclic shear compression test, masonry, BTRM, FRCM, Macromodelling<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Kinematic response of vertical and batter pile groups in non-linear soft soil<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cemalovic, Miran &#038; Huseb\u00f8, Jan B. &#038; Kaynia, Amir M.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/eqe.3662\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>batter piles, clay, kinematic interaction, non-linear, numerical<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Multidirectional Lateral Loads and Combination Rules in Pushover Analysis. In: Bento, R., De Stefano, M., K\u00f6ber, D., Zembaty, Z. (eds) Seismic Behaviour and Design of Irregular and Complex Civil Structures IV. Geotechnical, Geological and Earthquake Engineering, vol 50. Springer, Cham.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cantogallo, Christina &#038; Pellegrini, F. A. &#038; Spacone, Enrico &#038; Camata, Guido<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/link.springer.com\/chapter\/10.1007\/978-3-030-83221-6_21\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>multidirectional lateral loads, combination rules, pushover analysis<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Numerical investigation of the contribution of the soil-structure interaction effects to the seismic performance and the losses of RC buildings, Developments in the Built Environment, Volume 12, 2022, 100096, ISSN 2666-1659.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Requena-Garcia-Cruz, Maria V. &#038; Romero-S\u00e1nchez, Emilio &#038; Morales-Esteban, Antonio<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S2666165922000308\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic performance, Loss assessment, Reinforced concrete buildings, Soil-structure interaction (SSI), 3D finite elements, Direct method<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Practical macro-element for vertical and batter pile groups. Earthquake Engng Struct Dyn. 2023; 52: 1091\u2013 1111.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cemalovic, Miran &#038; Castro, Jos\u00e9 M. &#038; Kaynia, Amir M.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/eqe.3806\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>batter piles, macro-element, single-pile response, vertical piles, pile inelastic behaviour, soil inelastic behaviour<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Shaking Table Test of a Full Scale Three-Leaf Masonry Wall. 10.21203\/rs.3.rs-1933645\/v1.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Di Michele, Francesco &#038; Spacone, Enrico &#038; Camata, Guido &#038; Brando, Giuseppe &#038; Sextos, Anastasios &#038; Crewe, Adam &#038; Mylonakis, George &#038; Dietz, Matthew &#038; Dihoru, Luiza &#038; Varum, Humberto<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2022<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/363359440_Shaking_Table_Test_of_a_Full_Scale_Three-Leaf_Masonry_Wall\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Full-scale shake table test, Old masonry buildings, Three-leaf masonry walls, Weak lime-mortar joints<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>A comparative study on a complex URM building: part I\u2014sensitivity of the seismic response to different modelling options in the equivalent frame models. Bulletin of Earthquake Engineering. 10.1007\/s10518-021-01128-7.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Ottonelli, D., Manzini, C. F., Marano, C., Cordasco, E.A., Cattari, S.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/352012082_A_comparative_study_on_a_complex_URM_building_part_I-sensitivity_of_the_seismic_response_to_different_modelling_options_in_the_equivalent_frame_models\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>complex URM building, part I\u2014sensitivity, seismic response, equivalent frame models<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>An\u00e1lisis no lineal de la interacci\u00f3n suelo estribo estructura del Puente \u00c1guila Norte. Thesis. Universidad de Chile, Santiago, Chile.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Hern\u00e1ndez Coo, Jorge Felipe<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/repositorio.uchile.cl\/handle\/2250\/181316\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>An\u00e1lisis no lineal, interacci\u00f3n suelo<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Analysis and Application of Open Earthquake Engineering Simulation System (OpenSees) to Nonlinear Structures with Plastic Hinges, National Center for Research on Earthquake Engineering (NCREE), Taiwan. (Written in Chinese)<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Huang, Hsuan-Wen &#038; Hsu, Bo-Tse &#038; Lu, Lyan-Ywan &#038; Hsiao, Fu-Pei &#038; Wei Yeh, Shih.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->         <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->           <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.ncree.narl.org.tw\/accomplishment\/technicalreports\/page\/12113\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Open-source system, OpenSees, graphical interface software, plastic hinge, ModIMK plastic hinge model, nonlinear dynamic analysis, Tcl programming language<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>A simplified approach for the vulnerability assessment of regular and irregular reinforced concrete buildings at the large scale. 4896-4905. 10.7712\/120121.8836.19502.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Blasone, Valentina &#038; Basaglia, Alberto &#038; Risi, Raffaele &#038; Luca, Flavia &#038; Spacone, Enrico<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/354516117_A_SIMPLIFIED_APPROACH_FOR_THE_VULNERABILITY_ASSESSMENT_OF_REGULAR_AND_IRREGULAR_REINFORCED_CONCRETE_BIULDINGS_AT_THE_LARGE_SCALE\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Vulnerability Assessment, Reinforced Concrete, Shear-Type, Irregular Buildings, Stick-Like Models, Non-Linear History Analyses<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses.Bulletin of Earthquake Engineering. 10.1007\/s10518-021-01078-0.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cattari, Serena &#038; Magenes, Guido<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/350718614_Benchmarking_the_software_packages_to_model_and_assess_the_seismic_response_of_unreinforced_masonry_existing_buildings_through_nonlinear_static_analyses\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>seismic response of unreinforced masonry, nonlinear static analyses, Software Benchmarking<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Comparaci\u00f3n en la modelaci\u00f3n de plasticidad concentrada y distribuida para el an\u00e1lisis pushover en un p\u00f3rtico de concreto armado. Thesis. Pontificia Universidad Cat\u00f3lica del Per\u00fa, Facultad de Ciencias e Ingenier\u00eda.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Romero \u00c1ngeles, Gonzalo Nicol\u00e1s<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                   <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                     <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/tesis.pucp.edu.pe\/repositorio\/handle\/20.500.12404\/18889\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>P\u00f3rticos, An\u00e1lisis de estructuras, Construcciones de concreto armado, An\u00e1lisis estructural (Ingenier\u00eda)<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Equivalent Frame Method Combining Flexural and Shear Responses of Masonry Buildings. 10.23967\/sahc.2021.090<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Marano, Corrado &#038; Petracca, Massimo &#038; Camata, Guido &#038; Spacone, Enrico<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/356766655_Equivalent_Frame_Method_Combining_Flexural_and_Shear_Responses_of_Masonry_Buildings\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Masonry, Pushover Analysis, Equivalent frame, Fiber elements, Vulnerability<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>FRAGILITY CURVES DEFINITION OF EXISTING REINFORCED CONCRETE BUILDINGS DESIGNED FOR GRAVITY LOADS. 5357-5366. 10.7712\/120121.8871.19501.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Basaglia, Alberto &#038; Terrenzi, Marco &#038; Spacone, Enrico<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/354519707_FRAGILITY_CURVES_DEFINITION_OF_EXISTING_REINFORCED_CONCRETE_BUILDINGS_DESIGNED_FOR_GRAVITY_LOADS\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic Risk, Vulnerability Assessment, Reinforced Concrete, Nonlinear Dy-namic Analyses, Fragility Curves<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Influence of the constructive features of RC existing buildings in their ductility and seismic performance. Bulletin of Earthquake Engineering.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Requena Garc\u00eda de la Cruz, Mar\u00eda Victoria &#038; Morales-Esteban, Antonio &#038; Durand, Percy &#038; Blanco, Beatriz<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/346514427_Influence_of_the_constructive_features_of_RC_existing_buildings_in_their_ductility_and_seismic_performance\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>constructive features of RC buildings, ductility, seismic performance<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Mevcut Betonarme Binalarda Kolon-Kiri\u015f Birle\u015fimi Modellemesinin Etkileri. 6th International Conference on Earthquake Engineering and Seismology.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Girgin, Sadik &#038; Polat, Faruk &#038; Misir, Ibrahim<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/355193436_Mevcut_Betonarme_Binalarda_Kolon-Kiris_Birlesimi_Modellemesinin_Etkileri\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Betonarme  binalar,  kolon-kiri\u015f  birle\u015fimi  modellemesi,  zaman tan\u0131m alan\u0131nda do\u011frusal olmayan analiz, mevcut bina de\u011ferlendirmesi, sismik performans<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Interazione suolo struttura applicato all&#8217;analisi di un ponte autostradale, Ingenio.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo &#038; Bottini, Maurizio &#038; Sallese, Luca &#038; Marano, Corrado &#038; Di Francesco, Fausto &#038; Camata, Guido<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.ingenio-web.it\/31462-interazione-suolo-struttura-applicato-allanalisi-di-un-ponte-autostradale\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>modellazione dinamica nonlineare, interazione terreno-fondazione-struttura (SFSI), ponte autostradale<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models. Bulletin of Earthquake Engineering. 10.1007\/s10518-021-01173-2.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Manzini, Carlo Filippo &#038; Ottonelli, Daria &#038; Degli Abbati, Stefania &#038; Marano, Corrado &#038; Cordasco<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/353130118_Modelling_the_seismic_response_of_a_2-storey_URM_benchmark_case_study_comparison_among_different_equivalent_frame_models\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>modeling, seismic response, 2-storey URM benchmark case study, equivalent frame models<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings. Sustainability. 13. 10.3390\/su13169225.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Pozza, Luca &#038; Degli Esposti, Anna &#038; Bonoli, Alessandra &#038; Talledo, Diego &#038; Barbaresi, Luca &#038; Semprini, Giovanni &#038; Savoia, Marco<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.mdpi.com\/2071-1050\/13\/16\/9225\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Multidisciplinary Performance Assessment, Eco-Sustainable RC-Framed Skin<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                  <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Nonlinear modelling of the seismic response of masonry structures: Calibration strategies. Bulletin of Earthquake Engineering. 10.1007\/s10518-021-01104-1.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>D&#8217;Altri, Antonio &#038; Cannizzaro, Francesco &#038; Petracca, Massimo &#038; Talledo, Diego<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/351857953_Nonlinear_modelling_of_the_seismic_response_of_masonry_structures_Calibration_strategies\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Nonlinear modelling, seismic response of masonry structures, Calibration strategies<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Numerical Assessment of an Innovative RC-Framed Skin for Seismic Retrofit Intervention on Existing Buildings. Applied Sciences. 11. 9835. 10.3390\/app11219835.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Talledo, Diego &#038; Irene, Rocca &#038; Pozza, Luca &#038; Savoia, Marco &#038; Saetta, Anna<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/355507864_Numerical_Assessment_of_an_Innovative_RC-Framed_Skin_for_Seismic_Retrofit_Intervention_on_Existing_Buildings\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>RC-Framed Skin, Seismic Retrofit Intervention, Numerical Assessment<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Numerical simulation of shear tests on RC, FRC, prestressed HPFRC beams without shear reinforcement, Master&#8217;s Degree thesis, Politecnico di Torino, Universidad Politecnica de Madrid<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Marianelli, Antonella<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/webthesis.biblio.polito.it\/21271\/1\/tesi.pdf\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>shear tests, RC beams, FRC beams, Prestressed HPFRC beams<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Optimal ductility enhancement of RC framed buildings considering different non-invasive retrofitting techniques. Engineering Structures. 242. 112572. 10.1016\/j.engstruct.2021.112572. 19. 1-25. 10.1007\/s10518-020-00984-z.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Requena Garc\u00eda de la Cruz, Mar\u00eda Victoria &#038; Morales-Esteban, Antonio &#038; Durand, Percy<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->    \t\t <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->           <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0141029621007227bbbbb\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Optimal ductility enhancement, RC Frames, non-invasive retrofitting techniques<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Parallel scalability of OpenSees on NeSI. HPC for 2D\/3D site response analysis. NZSEE 2021 Annual Conference<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Eskandarighadi M., McGann C.R., Hyde C., Trow L. &#038; Wan S<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] --> <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->   <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/repo.nzsee.org.nz\/bitstream\/handle\/nzsee\/2424\/P.15%20Eskandarighadi.pdf?sequence=1&#038;isAllowed=y\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Parallel scalability, NeSI, HPC, 2D\/3D site response analysis<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic fragility models for typical non-engineered URM residential buildings in Malawi. Structures, 32, pp. 2266-2278.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Giordano, N., De Risi, R., Voyagaki, E., Kloukinas, P., Novelli, V., Kafodya, I., Ngoma, I., Goda, K., Macdonald, J<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/351225445_Seismic_fragility_models_for_typical_non-engineered_URM_residential_buildings_in_Malawi\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic fragility models, non-engineered URM residential buildings, Earthquake vulnerability, Malawi, Residential buildings, Unreinforced masonry, Masonry panel test data, Orthotropic model, In-plane damage, Out-of-plane damage<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling. Journal of Geotechnical and Geoenvironmental Engineering. 147. 04021063. 10.1061\/(ASCE)GT.1943-5606.0002546.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Hwang, Yu-Wei &#038; Dashti, Shideh &#038; Ramirez, Jenny &#038; Liel, Abbie &#038; Kirkwood, Peter &#038; Camata, Guido &#038; Petracca, Massimo<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.semanticscholar.org\/paper\/Seismic-Interaction-of-Adjacent-Structures-on-from-Hwang-Ramirez\/b0d967358841b31c59d506bdf4dacb70e7690205\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic Interaction of Adjacent Structures on Liquefiable Soils, Seismic coupling and structure-soil-structure interaction (SSSI), nonlinear finite-element analyses, soil constitutive model<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Seismic performance characterization of Nepali school buildings<!-- [et_pb_line_break_holder] -->using a novel micro-modeling approach, University of Kansas\u2009ProQuest Dissertations Publishing, \u20092021.\u200928499209.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Alok Bhatta<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.proquest.com\/openview\/7b6ec5a8ebf44ff208b33b63da098eb2\/1?pq-origsite=gscholar&#038;cbl=18750&#038;diss=y\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>high-fidelity models, Nepali school buildings, seismic performance, micro-modeling, masonry<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil. Earthquake Engng Struct Dyn. 50: 3894\u2013 3915.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cemalovic, M, Huseb\u00f8, JB, Kaynia, AM.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/doi.org\/10.1002\/eqe.3538\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>computational methods, dynamic impedance, batter pile groups, homogenous soil, structural dynamics<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Soil-Structure Interaction in the Seismic Vulnerability Analysis of Rc Buildings. Application to a Case Study Building Located in Southwestern Spain. 5015-5027. 10.7712\/120121.8846.18945.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Requena Garc\u00eda de la Cruz, Mar\u00eda Victoria &#038; Morales-Esteban, Antonio &#038; Durand, Percy &#038; Romero-S\u00e1nchez, Emilio<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/354513118_SOIL-STRUCTURE_INTERACTION_IN_THE_SEISMIC_VULNERABILITY_ANALYSIS_OF_RC_BUILDINGS_APPLICATION_TO_A_CASE_STUDY_BUILDING_LOCATED_IN_SOUTHWESTERN_SPAIN\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Soil-Structure Interaction, Seismic Vulnerability Analysis, Rc Buildings<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Studio del degrado indotto dalla corrosione nelle selle gerber: simulazioni numeriche, Master&#8217;s Thesis, Politecnico di Torino.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Di Benedetto, Marilisa<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/webthesis.biblio.polito.it\/20676\/1\/tesi.pdf\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Trave Gerber, monitoraggio, valutazione dello stato di ammaloramento, degrado strutturale<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Validation of non-linear equivalent-frame models for irregular masonry walls. Engineering Structures. 253. 10.1016\/j.engstruct.2021.113755.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Camata, Guido &#038; Marano, Corrado &#038; Sepe, Vincenzo &#038; Spacone, Enrico &#038; Siano, Rossella &#038; Petracca, Massimo &#038; Roca, Pere &#038; Pel\u00e0, Luca<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->           <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->             <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/357458661_Validation_of_non-linear_equivalent-frame_models_for_irregular_masonry_walls\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Masonry structures, Unreinforced masonry walls, Equivalent-frame models, Seismic 35 vulnerability, Non-linear static analysis, micromodeling<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Verifica sismica degli edifici in muratura: come usare consapevolmente i software di calcolo, Ingenio.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cattari, Serena &#038; Camata, Guido &#038; Magenes, Guido &#038; Calderoni, Bruno &#038; Cali\u00f2, Ivo &#038; de Miranda, Stefano &#038; Milani, Gabriele &#038; Saetta, Anna<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2021<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.ingenio-web.it\/31159-verifica-sismica-degli-edifici-in-muratura-come-usare-consapevolmente-i-software-di-calcolo\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>muratura, verifiche, software di calcolo<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Advanced Tools for Fast Micro-Modelling of Masonry Structures. 12th International Conference on Structural Analysis of Historical Constructions, SAHC 2020<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo &#038; Marano, Corrado &#038; Camata, Guido &#038; Pela, Luca<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2020<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/upcommons.upc.edu\/bitstream\/handle\/2117\/341795\/Sahc2020_PETRACCA.pdf;jsessionid=ADEE9CC67BCBCBFC664D6632295AF704?sequence=1\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Masonry, Micro-Modelling, Continuum Damage, IMPLEX<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>An experimental comparison of micro-modelling and meso-modelling for an unreinforced masonry wall. Paper presented at 17th World Conference on Earthquake Engineering, Sendai, Japan.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cross, Ted &#038; De Luca, Flavia &#038; De Risi, Raffaele<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2020<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/research-information.bris.ac.uk\/ws\/portalfiles\/portal\/251719137\/2c_0176.pdf\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>micro-modeling, meso-modelling, unreinforced masonry<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Analysis of reinforced concrete coupled structural walls via the Beam-Truss Model. Engineering Structures. 220. 10.1016\/j.engstruct.2020.111005.l<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Alvarez-Sanchez, Rodolfo &#038; Restrepo, Jose &#038; Panagiotou, Marios &#038; Godinez, Sergio<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2020<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/342665076_Analysis_of_reinforced_concrete_coupled_structural_walls_via_the_Beam-Truss_Model\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>reinforced concrete coupled structural walls, Beam-Truss Model (BTM), coupling beams, Nonlinear Truss Models<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Comparison Between Phenomenological and Fiber-Section Non-linear Models. Frontiers in Built Environment. 6. 38. 10.3389\/fbuil.2020.00038.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Terrenzi, Marco &#038; Spacone, Enrico &#038; Camata, Guido<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2020<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/340697360_Comparison_Between_Phenomenological_and_Fiber-Section_Non-linear_Models\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Phenomenological Non-linear Models, Fiber-Section Non-linear Models<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>RC Wall Plastic Hinge Out-of-Plane Buckling: Analysis Using the Nonlinear Beam-Truss Model. Journal of Structural Engineering. 146. 10.1061\/(ASCE)ST.1943-541X.0002836.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Alvarez-Sanchez, Rodolfo &#038; Restrepo, Jose &#038; Panagiotou, Marios<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2020<\/td>\n<p><!-- [et_pb_line_break_holder] -->   <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->     <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/344359284_RC_Wall_Plastic_Hinge_Out-of-Plane_Buckling_Analysis_Using_the_Nonlinear_Beam-Truss_Model\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>&#8221;\tRC Wall, Plastic Hinge, Out-of-Plane Buckling, Nonlinear Beam-Truss Model, Beam-Truss Model (BTM)&#8221;<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                 <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Implementation of an efficient 3D damage model for concrete and masonry, in &#8220;Atti del XVIII Convegno ANIDIS L&#8217;ingegneria Sismica in Italia : Ascoli Piceno, 15-19 settembre 2019 &#8211; Pisa : Pisa University Press, 2019- Casalini id: 4548121&#8221; &#8211; P. 2-7.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo &#038; Marano, Corrado &#038; Bottini, Maurizio &#038; Camata, Guido<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"http:\/\/digital.casalini.it\/10.1400\/271120\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>3D damage model, concrete, masonly, STKO, IMPL-EX, micro-modeling, contimuum damage model<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Nonlinear analysis of masonry structures using fiber\u2010section line elements. Earthquake Engineering &#038; Structural Dynamics. 48. 10.1002\/eqe.3188.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Peruch, Matteo &#038; Spacone, Enrico &#038; Camata, Guido<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/333712118_Nonlinear_analysis_of_masonry_structures_using_fiber-section_line_elements\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>dynamic analysis, equivalent frame, pushover analysis, unreinforced masonry<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Nonlinear cyclic Truss Model for analysis of reinforced concrete coupled structural walls. Bulletin of Earthquake Engineering. 17. 10.1007\/s10518-019-00639-8.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Alvarez-Sanchez, Rodolfo &#038; Restrepo, Jose &#038; Panagiotou, Marios &#038; Santhakumar, A.R.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/333122164_Nonlinear_cyclic_Truss_Model_for_analysis_of_reinforced_concrete_coupled_structural_walls\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Cyclic Truss Model, Reinforced concreted, coupled structural walls<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Numerical simulation of nonlinear structures on liquefiable soils with ground improvement. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019, pp. 4645-4653.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Ramirez, J., Petracca, M., Dashti, S., Liel, A., Camata, G<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<p><!-- [et_pb_line_break_holder] -->             <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->               <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.taylorfrancis.com\/chapters\/edit\/10.1201\/9780429031274-517\/numerical-simulation-nonlinear-structures-liquefiable-soils-ground-improvement-ramirez-petracca-dashti-abbie-liel-camata\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Numerical simulation, nonlinear structures on liquefiable soils with ground improvement, soil constitutive model (PDMY02)<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests, PhD Thesis, University of Colorado at Boulder<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Ramirez Jenny<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/324897872_Seismic_performance_of_a_layered_liquefiable_site_validation_of_numerical_simulations_using_centrifuge_modeling\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Inelastic Structures, Mitigated and Unmitigated Liquefiable Soils, Centrifuge Tests<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Soil-Structure-Interaction applied to the analysis of a highway bridge, in &#8220;Atti del XVIII Convegno ANIDIS L&#8217;ingegneria Sismica in Italia : Ascoli Piceno, 15-19 settembre 2019 &#8211; Pisa : Pisa University Press, 2019- Casalini id: 4548121&#8221; &#8211; P. 22-30<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Massimo, Petracca &#038; Bottini, Maurizio &#038; Sallese, Luca &#038; Marano, Corrado &#038; Di Francesco, Fausto<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"http:\/\/digital.casalini.it\/10.1400\/271282\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Soil-structure interaction, highway bridge, STKO<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Structural analysis Design of Timber Light-Frame Shear Walls, PhD Thesis, University &#8220;La Sapienza&#8221; Rome.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Di Gangi Giorgia<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2019<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"http:\/\/hdl.handle.net\/11573\/1241516\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>structural analysis, timber, light-frame shear walls<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls. Construction and Building Materials. 149. 296\u2013314. 10.1016\/j.conbuildmat.2017.05.130.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo &#038; Pel\u00e0, Luca &#038; Rossi, Riccardo &#038; Zaghi, Stefano &#038; Camata, Guido &#038; Spacone, Enrico<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2017<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                        <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/317068729_Micro-scale_continuous_and_discrete_numerical_models_for_nonlinear_analysis_of_masonry_shear_walls\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Masonry, Continuous micro-modeling, Discrete micro-modeling, Continuum damage model, Interface model, Dilatancy<\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/p>\n<tr><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls. Computer Methods in Applied Mechanics and Engineering. 315. 10.1016\/j.cma.2016.10.046.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo &#038; Pel\u00e0, Luca &#038; Rossi, Riccardo &#038; Oller, Sergio &#038; Camata, Guido &#038; Spacone, Enrico.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>2016<\/td>\n<td>\n<div class=\"et_pb_button_module_wrapper et_pb_button_0_wrapper et_pb_button_alignment_left et_pb_module\"><!-- [et_pb_line_break_holder] -->                  <a class=\"et_text_white et_pb_button et_pb_button_0 et_hover_enabled et_pb_bg_layout_light\" href=\"https:\/\/www.researchgate.net\/publication\/309882050_Multiscale_computational_first_order_homogenization_of_thick_shells_for_the_analysis_of_out-of-plane_loaded_masonry_walls\" target=\"_blank\" rel=\"noopener\">View<\/a><\/div>\n<p><!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Computational Multiscale Homogenization, Representative Volume Element (RVE), Shell, Masonry, Periodic Micro-structure, Strain Localization<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                  <\/tr>\n<p><!-- [et_pb_line_break_holder] -->                <\/tbody>\n<p><!-- [et_pb_line_break_holder] -->          <\/table>\n<p><!-- [et_pb_line_break_holder] -->  <script><!-- [et_pb_line_break_holder] -->          (function(document) {<!-- [et_pb_line_break_holder] -->              'use strict';<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->              var TableFilter = (function(myArray) {<!-- [et_pb_line_break_holder] -->                  var search_input;<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->                  function _onInputSearch(e) {<!-- [et_pb_line_break_holder] -->                      search_input = e.target;<!-- [et_pb_line_break_holder] -->                      var tables = document.getElementsByClassName(search_input.getAttribute('data-table'));<!-- [et_pb_line_break_holder] -->                      myArray.forEach.call(tables, function(table) {<!-- [et_pb_line_break_holder] -->                          myArray.forEach.call(table.tBodies, function(tbody) {<!-- [et_pb_line_break_holder] -->                              myArray.forEach.call(tbody.rows, function(row) {<!-- [et_pb_line_break_holder] -->                                  var text_content = row.textContent.toLowerCase();<!-- [et_pb_line_break_holder] -->                                  var search_val = search_input.value.toLowerCase();<!-- [et_pb_line_break_holder] -->                                  row.style.display = text_content.indexOf(search_val) > -1 ? 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Click to view the list and get inspired!<\/p>\n","protected":false},"author":1,"featured_media":2277,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"<!-- wp:divi\/placeholder \/-->","_et_gb_content_width":"","footnotes":""},"class_list":["post-299","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages\/299","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/comments?post=299"}],"version-history":[{"count":61,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages\/299\/revisions"}],"predecessor-version":[{"id":2622,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages\/299\/revisions\/2622"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/media\/2277"}],"wp:attachment":[{"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/media?parent=299"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}