{"id":21,"date":"2022-04-26T09:29:18","date_gmt":"2022-04-26T07:29:18","guid":{"rendered":"https:\/\/asdea.eu\/software\/?page_id=21"},"modified":"2025-05-29T15:16:52","modified_gmt":"2025-05-29T13:16:52","slug":"publications","status":"publish","type":"page","link":"https:\/\/asdea.eu\/software\/publications\/","title":{"rendered":"STKO &amp; OpenSees Publications by Asdea Software and Partners"},"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;4.20.2&#8243; _module_preset=&#8221;default&#8221; header_font=&#8221;|300|||||||&#8221; header_text_color=&#8221;#3399CC&#8221; custom_margin=&#8221;||24px|||&#8221; hover_enabled=&#8221;0&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;]<\/p>\n<h1>STKO &amp; OpenSees Publications by Asdea Software and Partners<\/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; hover_enabled=&#8221;0&#8243; 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; sticky_enabled=&#8221;0&#8243;]<\/p>\n<p>Explore a collection of peer-reviewed research, international conference papers, and technical studies authored by the Asdea Software Technology team and esteemed collaborators. These publications showcase the applications of STKO (Scientific Toolkit for OpenSees) and OpenSees in structural analysis, digital twins, seismic design, geotechnical modeling, and more.<\/p>\n<p>[\/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;arrow2&#8243; bottom_divider_color=&#8221;#3C3C3A&#8221; locked=&#8221;off&#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;|auto|0rem|auto|false|false&#8221; global_colors_info=&#8221;{}&#8221; custom_padding=&#8221;||17px|||&#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;4.19.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;]<\/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: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] -->  td { <!-- [et_pb_line_break_holder] -->    border: none;<!-- [et_pb_line_break_holder] -->    border-bottom: 1px solid #ddd; <!-- [et_pb_line_break_holder] -->    position: relative;<!-- [et_pb_line_break_holder] -->    padding-left: 50%; <!-- [et_pb_line_break_holder] -->  }<!-- [et_pb_line_break_holder] -->  td:before { <!-- [et_pb_line_break_holder] -->    padding-right: 10rem;<!-- [et_pb_line_break_holder] -->    white-space: nowrap;<!-- [et_pb_line_break_holder] -->  }<!-- [et_pb_line_break_holder] -->  td:nth-of-type(1):before { content: \"Paper Citation\"; }<!-- [et_pb_line_break_holder] -->  td:nth-of-type(2):before { content: \"Author\"; }<!-- [et_pb_line_break_holder] -->  td:nth-of-type(3):before { content: \"Link\/files\"; }<!-- [et_pb_line_break_holder] -->  td:nth-of-type(4):before { content: \"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; width: 15%;\">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>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 & Camata, Guido & Spacone, Enrico & 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 & Bogatkina, Valentina & Petracca, Massimo & 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 concretem 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>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 & Di Primio, Alice & Sepe, Vincenzo & 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>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 & Boccagna, Roberto & Bottini, Maurizio & Camata, Guido & Germano, Nicola & Petracca, Massimo & 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 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 & Amelio, Alessia & Boccagna, Roberto & Bottini, Maurizio & Camata, Guido & Germano, Nicola & 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>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 & Boccagna, Roberto & Bottini, Maurizio & Camata, Guido & Germano, Nicola & 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>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 & Petracca, Massimo & Camata, Guido & 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<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. \"REHABEND 2022 Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management\". 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 & Pel\u00e0, Luca & Roca Fabregat, Pedro & 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>Interazione suolo struttura applicato all'analisi di un ponte autostradale, Ingenio.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo & Bottini, Maurizio & Sallese, Luca & Marano, Corrado & Di Francesco, Fausto & 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>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 & Pellegrini, F. A. & Spacone, Enrico & 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>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'Altri, Antonio & Cannizzaro, Francesco & Petracca, Massimo & 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<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 & Dashti, Shideh & Ramirez, Jenny & Liel, Abbie & Kirkwood, Peter & Camata, Guido & 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>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 & Marano, Corrado & Sepe, Vincenzo & Spacone, Enrico & Siano, Rossella & Petracca, Massimo & Roca, Pere & 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 & Camata, Guido & Magenes, Guido & Calderoni, Bruno & Cali\u00f2, Ivo & de Miranda, Stefano & Milani, Gabriele & 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 & Marano, Corrado & Camata, Guido & 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>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 & Spacone, Enrico & 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>Implementation of an efficient 3D damage model for concrete and masonry, in \"Atti del XVIII Convegno ANIDIS L'ingegneria Sismica in Italia : Ascoli Piceno, 15-19 settembre 2019 - Pisa : Pisa University Press, 2019- Casalini id: 4548121\" - P. 2-7.<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Petracca, Massimo & Marano, Corrado & Bottini, Maurizio & 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 & 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 & Spacone, Enrico & 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>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>Soil-Structure-Interaction applied to the analysis of a highway bridge, in \"Atti del XVIII Convegno ANIDIS L'ingegneria Sismica in Italia : Ascoli Piceno, 15-19 settembre 2019 - Pisa : Pisa University Press, 2019- Casalini id: 4548121\" - P. 22-30<!-- [et_pb_line_break_holder] --><\/td>\n<p><!-- [et_pb_line_break_holder] -->                      <\/p>\n<td>Massimo, Petracca & Bottini, Maurizio & Sallese, Luca & Marano, Corrado & 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>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 & Pel\u00e0, Luca & Rossi, Riccardo & Zaghi, Stefano & Camata, Guido & 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 & Pel\u00e0, Luca & Rossi, Riccardo & Oller, Sergio & Camata, Guido & 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 ? '' : 'none';<!-- [et_pb_line_break_holder] -->                              });<!-- [et_pb_line_break_holder] -->                          });<!-- [et_pb_line_break_holder] -->                      });<!-- [et_pb_line_break_holder] -->                  }<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->                  return {<!-- [et_pb_line_break_holder] -->                      init: function() {<!-- [et_pb_line_break_holder] -->                          var inputs = document.getElementsByClassName('search-input');<!-- [et_pb_line_break_holder] -->                          myArray.forEach.call(inputs, function(input) {<!-- [et_pb_line_break_holder] -->                              input.oninput = _onInputSearch;<!-- [et_pb_line_break_holder] -->                          });<!-- [et_pb_line_break_holder] -->                      }<!-- [et_pb_line_break_holder] -->                  };<!-- [et_pb_line_break_holder] -->              })(Array.prototype);<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->              document.addEventListener('readystatechange', function() {<!-- [et_pb_line_break_holder] -->                  if (document.readyState === 'complete') {<!-- [et_pb_line_break_holder] -->                      TableFilter.init();<!-- [et_pb_line_break_holder] -->                  }<!-- [et_pb_line_break_holder] -->              });<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->          })(document);<!-- [et_pb_line_break_holder] -->      <\/script>[\/et_pb_code][et_pb_text _builder_version=\"4.20.2\" _module_preset=\"default\" text_font=\"||||||||\" text_text_color=\"#666666\" text_font_size=\"18px\" text_line_height=\"1.8em\" custom_padding=\"||||false|false\" custom_padding_tablet=\"0px||||false|false\" custom_padding_phone=\"0px||||false|false\" custom_padding_last_edited=\"on|phone\" hover_enabled=\"0\" text_font_size_tablet=\"16px\" text_font_size_phone=\"16px\" text_font_size_last_edited=\"on|phone\" global_colors_info=\"{}\" sticky_enabled=\"0\" ul_font_size_last_edited=\"on|desktop\"]<\/p>\n<p>This resource hub connects you with real-world case studies, modeling techniques, and innovation for engineering simulation. Each paper demonstrates how STKO + OpenSees supports next-generation modeling in:<\/p>\n<ul>\n<li>Seismic vulnerability analysis of historic masonry structures<\/li>\n<li>Simulation of liquefiable soil behavior during earthquakes<\/li>\n<li>Design of seismic isolation systems for telescopes and critical infrastructure<\/li>\n<li>Application of continuum damage models using STKO\u2019s Python API<\/li>\n<li>AI-powered model updating for real-time SHM<\/li>\n<\/ul>\n<p>These publications serve as both academic resources and highlight the real-world impact of Asdea\u2019s software tools and consultancy services.<\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=\"4.20.2\" _module_preset=\"default\" theme_builder_area=\"post_content\" custom_margin=\"8px|auto||auto||\"][et_pb_column _builder_version=\"4.20.2\" _module_preset=\"default\" type=\"4_4\" theme_builder_area=\"post_content\"][et_pb_cta title=\"Partner with Asdea Software\" button_text=\"Contact us\" _builder_version=\"4.20.2\" _module_preset=\"default\" theme_builder_area=\"post_content\" hover_enabled=\"0\" sticky_enabled=\"0\" button_url=\"https:\/\/asdea.eu\/software\/contact-us\/\" body_font_size=\"18px\" body_font_size_last_edited=\"on|desktop\" body_font_size_tablet=\"16px\" body_font_size_phone=\"14px\" header_font_size=\"39px\" header_font_size_last_edited=\"on|phone\" header_font_size_tablet=\"39px\" header_font_size_phone=\"39px\"]<\/p>\n<p>Our team actively collaborates with universities, public agencies, and private firms worldwide. If you\u2019re exploring innovative solutions in structural or geotechnical engineering \u2013 or need a partner for your research project- we want to hear from you.<\/p>\n<p>[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Here you can access publications written and\/or co-authored by members of our team. Click to see the list and learn something new!<\/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-21","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages\/21","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=21"}],"version-history":[{"count":17,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages\/21\/revisions"}],"predecessor-version":[{"id":2832,"href":"https:\/\/asdea.eu\/software\/wp-json\/wp\/v2\/pages\/21\/revisions\/2832"}],"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=21"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}