{"id":88,"date":"2022-05-20T11:37:27","date_gmt":"2022-05-20T09:37:27","guid":{"rendered":"https:\/\/asdea.eu\/hardware\/?page_id=88"},"modified":"2023-09-27T15:09:01","modified_gmt":"2023-09-27T13:09:01","slug":"publications","status":"publish","type":"page","link":"https:\/\/asdea.eu\/hardware\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; admin_label=&#8221;Header Section&#8221; _builder_version=&#8221;4.17.6&#8243; use_background_color_gradient=&#8221;on&#8221; background_color_gradient_stops=&#8221;rgba(255,255,255,0.66) 0%|#ffffff 99%&#8221; background_color_gradient_overlays_image=&#8221;on&#8221; background_color_gradient_start=&#8221;#ffffff&#8221; background_color_gradient_end=&#8221;rgba(255,255,255,0)&#8221; background_image=&#8221;https:\/\/asdea.eu\/hardware\/wp-content\/uploads\/sites\/2\/2022\/05\/conference_image_25.jpg&#8221; parallax=&#8221;on&#8221; custom_padding=&#8221;||0px||false|false&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row custom_padding_last_edited=&#8221;off|desktop&#8221; admin_label=&#8221;Header Row&#8221; _builder_version=&#8221;4.19.0&#8243; module_alignment=&#8221;center&#8221; custom_margin=&#8221;||20%|&#8221; custom_padding=&#8221;0px|||||&#8221; custom_padding_phone=&#8221;3vw|||&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.16&#8243; custom_padding=&#8221;|||&#8221; global_colors_info=&#8221;{}&#8221; custom_padding__hover=&#8221;|||&#8221;][et_pb_text content_tablet=&#8221;<\/p>\n<h1>Publications<\/h1>\n<\/p>\n<p>We believe in sharing information and knowledge. That is why we have gathered a repository of journal articles, refereed proceedings, and books that our company\/staff have authored. We hope you will browse some of the articles listed.<\/p>\n<p>&#8221; content_phone=&#8221;<\/p>\n<h1>Publications<\/h1>\n<p>We believe in sharing information and knowledge. That is why we have gathered a repository of journal articles, refereed proceedings, and books that our company\/staff have authored. We hope you will browse some of the articles listed.<\/p>\n<p>&#8221; content_last_edited=&#8221;on|phone&#8221; _builder_version=&#8221;4.17.6&#8243; _module_preset=&#8221;default&#8221; text_text_color=&#8221;#3C3C3A&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.8em&#8221; header_text_align=&#8221;center&#8221; header_text_color=&#8221;#3C3C3A&#8221; header_line_height=&#8221;2em&#8221; header_2_text_align=&#8221;center&#8221; header_2_text_color=&#8221;#7C9E76&#8243; header_2_font_size=&#8221;60px&#8221; header_font_tablet=&#8221;&#8221; header_font_phone=&#8221;&#8221; header_font_last_edited=&#8221;on|phone&#8221; header_text_align_tablet=&#8221;center&#8221; header_text_align_phone=&#8221;left&#8221; header_text_align_last_edited=&#8221;on|phone&#8221; header_font_size_tablet=&#8221;&#8221; header_font_size_phone=&#8221;2.8em&#8221; header_font_size_last_edited=&#8221;on|phone&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<h1>Publications<\/h1>\n<p>We believe in sharing information and knowledge. That is why we have gathered a repository of journal articles, refereed proceedings, and books that our company\/staff have authored. We hope you will browse some of our publications collected below. You can also use the search bar to search by topic, author, year, or title.<\/p>\n<p>[\/et_pb_text][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: #e5ece4;}<!-- [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: 1000px)  {<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\ttable, thead, tbody, th, td, tr { <!-- [et_pb_line_break_holder] -->\t\tdisplay: block; <!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\tthead tr { <!-- [et_pb_line_break_holder] -->\t\tposition: absolute;<!-- [et_pb_line_break_holder] -->\t\ttop: -9999px;<!-- [et_pb_line_break_holder] -->\t\tleft: -9999px;<!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttr { border: 1px solid #ddd; }<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttd { <!-- [et_pb_line_break_holder] -->\t\tborder: none;<!-- [et_pb_line_break_holder] -->\t\tborder-bottom: 1px solid #ddd; <!-- [et_pb_line_break_holder] -->\t\tposition: relative;<!-- [et_pb_line_break_holder] -->\t\tpadding-left: 50%; <!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttd:before { <!-- [et_pb_line_break_holder] -->    padding-right: 10rem;<!-- [et_pb_line_break_holder] -->\t\twhite-space: nowrap;<!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(1):before { content: \"Paper Citation\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(2):before { content: \"Author\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(3):before { content: \"Year Published\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(4):before { content: \"Link to Resource\"; }<!-- [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<h2 style=\"text-align:center; color:#3c3c3a !important; font-weight: lighter !important;\"><!-- [et_pb_line_break_holder] -->  Academic Journals<!-- [et_pb_line_break_holder] --><\/h2>\n<p><!\u2013- [et_pb_br_holder] -\u2013><!-- [et_pb_line_break_holder] -->          <\/p>\n<table class=\"table table-striped mt32 academic journals publications\"><!-- [et_pb_line_break_holder] -->              <\/p>\n<thead><!-- [et_pb_line_break_holder] -->                  <\/p>\n<tr bgcolor=\"#7c9e76\"><!-- [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 to Resource<\/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>Cyclic shear-compression testing of brick masonry walls repaired and retrofitted with basalt textile reinforced mortar, Composite Structures, 283, art. no. 115068 DOI: 10.1016\/j.compstruct.2021.115068 <\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Garcia-Ramonda, L., Pel\u00e0, L., Roca, P., Camata, G. <\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0263822321014884\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 cyclic behaviour of shear masonry walls reinforced with single and double layered Steel Reinforced Grout, Construction and Building Materials, 320, art. no. 126053. DOI: 10.1016\/j.conbuildmat.2021.126053<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Garcia-Ramonda, L., Pel\u00e0, L., Roca, P., Camata, G. <\/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_wrapperet_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/357671221_Experimental_cyclic_behaviour_of_shear_masonry_walls_reinforced_with_single_and_double_layered_Steel_Reinforced_Grout\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\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 II\u2014issues on modelling and seismic analysis through continuum and discrete-macroelement models. Bulletin of Earthquake Engineering, 20 (4), pp. 2159-2185.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Castellazzi, G., Pant\u00f2, B., Occhipinti, G., Talledo, D.A., Berto, L., Camata, G.<\/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_wrapperet_pb_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/349267777_A_comparative_study_on_a_complex_URM_building_Part_II_issues_on_modelling_and_seismic_analysis_through_continuum_and_discrete-macroelement_models\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice.  Bulletin of Earthquake Engineering, 20 (4), pp. 1939-1997.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cattari, S., Calderoni, B., Cali\u00f2, I., Camata, G., de Miranda, S., Magenes, G., Milani, G., Saetta, A.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10518-021-01263-1\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\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 (2022) Engineering Structures, 253, art. no. 113755. DOI: 10.1016\/j.engstruct.2021.11375<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata, G., Marano, C., Sepe, V., Spacone, E., Siano, R., Petracca, M., Roca, P., Pel\u00e0, L.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/357458661_Validation_of_non-linear_equivalent-frame_models_for_irregular_masonry_walls\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 (8), art. no. 04021063<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Hwang, Y.-W., Ramirez, J., Dashti, S., Kirkwood, P., Liel, A., Camata, G., Petracca, M.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/352039922_Seismic_Interaction_of_Adjacent_Structures_on_Liquefiable_Soils_Insight_from_Centrifuge_and_Numerical_Modeling\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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> Benchmarking the seismic assessment of unreinforced masonry buildings from a blind prediction test. Structures, 31, pp. 982-1005.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Parisse, F., Cattari, S., Marques, R., Louren\u00e7o, P.B., Magenes, G., Beyer, K., Calderoni, B., Camata, G., Cordasco, E.A., Erberik, M.A., \u0130\u00e7el, C., Karakaya, M., Malomo, D., Manzini, C.F., Marano, C., Messali, F., Occhipinti, G., Pant\u00f2, B., Sayg\u0131l\u0131, \u00d6., Sousamli, M. <\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/349879478_Benchmarking_the_seismic_assessment_of_unreinforced_masonry_buildings_from_a_blind_prediction_test\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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> Determination of Wind Pattern Inside an Urban Area Through a Mesoscale-Microscale Approach. Mathematical Modelling of Engineering Problems, 7 (4), pp. 515-519.DOI: 10.18280\/MMEP.070402<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Germano, N., Lops, C., Montelpare, S., Camata, G., Ricci, R. <\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/347787244_Determination_of_Wind_Pattern_Inside_an_Urban_Area_Through_a_Mesoscale-Microscale_Approach\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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> In-plane shear behaviour by diagonal compression testing of brick masonry walls strengthened with basalt and steel textile reinforced mortars, Construction and Building Materials, 240,117905<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Garcia-Ramonda, L., Pel\u00e1, L., Roca, P., Camata, G.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0950061819333586\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 analytical bond behaviour of masonry strengthened with steel reinforced grout (SRG)\tConstruction and Building Materials, 238,117635<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Salsavilca, J., Yacila, J., Tarque, N., Camata, G.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0950061819330879\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia, Lecture Notes in Civil Engineering, 42, pp. 82-95.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Lima, C., Angiolilli, M., Barbagallo, F., Vecchi, F., Verderame, G.M.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/research-information.bris.ac.uk\/en\/publications\/nonlinear-modeling-approaches-for-existing-reinforced-concrete-bu\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 of bridges during the 2016 Central Italy earthquakes. Bull Earthquake Eng 17, 5729\u20135761.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Di Sarno, L., da Porto, F., Guerrini, G., Calvi, P.M., Camata, G., Prota, A.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10518-018-0419-4#citeas\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Pushover analysis of confined masonry walls using a 3D macro-modelling approach. Engineering Structures, 201,109731.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Yacila, J., Camata, G., Salsavilca, J., Tarque, N.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0141029619314385\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 assessment of confined masonry walls retrofitted with SRG under lateral cyclic loads, Engineering Structures, Volume 199, 15 November.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Yacila, J., Salsavilca, J., Tarque, N., Camata, G.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0141029619314439\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Probability-based Approach for the Definition of the Expected Seismic Damage Evaluated with Non-linear Time-History Analyses, Journal of Earthquake Engineering 23(2), pp. 261-283.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo, C., Camata, G., Spacone, E.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/316849616_A_Probability-based_Approach_for_the_Definition_of_the_Expected_Seismic_Damage_Evaluated_with_Non-linear_Time-History_Analyses\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Peruch, M., Spacone, E., Camata, G.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/333712118_Nonlinear_analysis_of_masonry_structures_using_fiber-section_line_elements\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings. Journal of Earthquake Engineering, 22 (sup2), pp. 105-139.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Ricci, P., Manfredi, V., Noto, F., Terrenzi, M., Petrone, C., Celano, F., De Risi, M.T., Camata, G., Franchin, P., Magliulo, G., Masi, A., Mollaioli, F., Spacone, E., Verderame, G.M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2018<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/328838770_Modeling_and_Seismic_Response_Analysis_of_Italian_Code-Conforming_Reinforced_Concrete_Buildings\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Strengthened infilled RC frames: Continuum and macro modeling in nonlinear finite element analysis. Composites Part B: Engineering, 151, pp. 78-91. DOI: 10.1016\/j.compositesb.2018.05.042<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Breveglieri, M., Camata, G., Spacone, E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2018<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/325364270_Strengthened_infilled_RC_frames_Continuum_and_macro_modeling_in_nonlinear_finite_element_analysis\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 non-linear equivalent-frame models for regular masonry walls. Engineering Structures, 173, pp. 512-529. DOI: 10.1016\/j.engstruct.2018.07.006.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Siano, R., Roca, P., Camata, G., Pel\u00e0, L., Sepe, V., Spacone, E., Petracca, M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2018<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/326326817_Numerical_Investigation_of_Non-Linear_Equivalent-Frame_Models_for_Regular_Masonry_Walls\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Collapse limit state definition for seismic assessment of code-conforming RC buildings. International Journal of Advanced Structural Engineering, 10 (3), pp. 325-337. DOI: 10.1007\/s40091-018-0200-6.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Terrenzi, M., Spacone, E., Camata, G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2018<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/327383142_Collapse_limit_state_definition_for_seismic_assessment_of_code-conforming_RC_buildings\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 of bridges during the 2016 Central Italy earthquakes. Bulletin of Earthquake Engineering, DOI: 10.1007\/s10518-018-0419-4<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Di Sarno, L., da Porto, F., Guerrini, G., Calvi, P.M., Camata, G., Prota, A.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2018<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10518-018-0419-4\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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, pp. 296-314. DOI: 10.1016\/j.conbuildmat.2017.05.130.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Petracca, M., Pel\u00e0, L., Rossi, R., Zaghi, S., Camata, G., Spacone, E.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/317068729_Micro-scale_continuous_and_discrete_numerical_models_for_nonlinear_analysis_of_masonry_shear_walls\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Probability-based Approach for the Definition of the Expected Seismic Damage Evaluated with Non-linear Time-History Analyses. Journal of Earthquake Engineering, pp. 1-23. DOI: 10.1080\/13632469.2017.1323043.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo, C., Camata, G., Spacone, E.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/316849616_A_Probability-based_Approach_for_the_Definition_of_the_Expected_Seismic_Damage_Evaluated_with_Non-linear_Time-History_Analyses\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls. Engineering Structures, 145, pp. 190-210. DOI: 10.1016\/j.engstruct.2017.05.017.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Siano, R., Sepe, V., Camata, G., Spacone, E., Roca, P., Pel\u00e0, L.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0141029616307507\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Alternative approach for reproducing the in-plane behaviour of rubble stone walls. Earthquake and Structures, 13 (1), pp. 29-38. DOI: 10.12989\/eas.2017.13.1.029.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque, N., Camata, G., Benedetti, A., Spacone, E.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/320045493_Alternative_approach_for_reproducing_the_in-plane_behaviour_of_rubble_stone_walls\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Regularization of first order computational homogenization for multiscale analysis of masonry structures. Computational Mechanics. Springer. DOI:10.1007\/s00466-015-1230-6. pp.257-276. In COMPUTATIONAL MECHANICS \u2013 ISSN:0178-7675 vol. 57.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Petracca M., Pel\u00e0 L., Rossi R., Oller R., Camata G., Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2016<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s00466-015-1230-6\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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. November 2016, DOI: 10.1016\/j.cma.2016.10.046.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Petracca M., Pel\u00e0 L., Rossi R., Oller R., Camata G., Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2016<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0045782516303917\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 frame element for seismic analysis of masonry structures: model formulation and validation. Earthquake Engineering &#038; Structural Dynamics. DOI: 10.1002\/eqe.2594.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Raka E., Spacone E., Sepe V., Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2015<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/onlinelibrary.wiley.com\/doi\/abs\/10.1002\/eqe.2594\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Masonry Infilled Frame Structures : State-of-the-Art Review of Numerical Modeling. EARTHQUAKE AND STRUCTURES (ISSN:2092-7614) p. 225 \u2013 251 Vol. 8.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque N, Candido L, Camata G, Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2015<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/275243428_Masonry_infilled_frame_structures_State-of-the-art_review_of_numerical_modelling\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Ground Motion Amplification at Poggio Picenze (Italy), Engineering Geology for Society and Territory \u2013 Volume 5. Engineering Geology for Society and Territory \u2013 Volume 5 1077- 1080, vol.5, Springer, Cham. https:\/\/doi.org\/10.1007\/978-3-319-09048-1_204.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque N., Lai C.G., Bozzoni F., Miccadei E., Piacentini T., Camata G., Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2015<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/link.springer.com\/chapter\/10.1007\/978-3-319-09048-1_204\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Influence of round motion selection and scaling methods on seismic directionality effects. Earthquake and Structures (ISSN:2092-7614) p. 185 \u2013 204 Vol. 8.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo C, Camata G, Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2015<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/274705870_Influence_of_ground_motion_selection_methods_on_seismic_directionality_effects\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 an adobe wall under in-plane loading, Earthquake and Structures (ISSN:2092-7614) p. 627 \u2013 646 Vol. 6.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque N, Camata G, Varum H, Spacone E, Blondet M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2014<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/273664248_Numerical_simulation_of_an_adobe_wall_under_in-plane_loading\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Demand Sensitivity of Reinforced Concrete Structures to Ground Motion Selection and Modification Methods. Earthquake Spectra: November 2014, Vol. 30, No. 4, pp. 1449-1465. (ISSN:8755-2930).<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo C., Camata G., Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2014<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/270626873_Seismic_Demand_Sensitivity_of_Reinforced_Concrete_Structures_to_Ground_Motion_Selection_and_Modification_Methods\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Non-linear dynamic analysis of a full-scaled unreinforced adobe module. Earthquake Spectra: November 2014, Vol. 30, No. 4, pp. 1643-1661 (ISSN:8755-2930).<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque N, Camata G, Spacone E, Varum H, Blondet M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2014<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/273193725_Nonlinear_Dynamic_Analysis_of_a_Full-Scale_Unreinforced_Adobe_Model\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Perceptions of Decision-Making Roles and Prioriteis Affecting Rebuilding After Disaster: the Example of L\u2019Aquila, Italy. Earthquake Spectra (ISSN:8755-2930) p. 843 \u2013 868 Vol. 29.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Liel A., Corotis R., Camata G., Sutton J., Holtzman R., Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2013<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/265219762_Perceptions_of_Decision-Making_Roles_and_Priorities_That_Affect_Rebuilding_after_Disaster_The_Example_of_L'Aquila_Italy\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 variability of deformation demand with ground motion intensity. Journal of Probabilistic Engineering Mechanics, Elsevier, Vol. 28, April.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo C., Camata G., Spacone E. and Corotis R. (2012).<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2012<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0266892011000713\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Static and fatigue load performance of a GFRP honeycomb  bridge deck. Composites, Part B 41: 299-307.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata, G., Shing, P.B.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2010<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S1359836810000338\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cExperimental and Nonlinear Finite Element Studies of RC Beams Strengthened with FRP Plates.\u201d Composites Part B: Engineering, Elsevier, 38 (2), March, 277-288.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Spacone E. and Zarnic R.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2007<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S1359836806000035\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cEvaluation of GFRP Honeycomb Beams for the O\u2019Fallon Park Bridge.\u201d Journal of Composite for Construction, ASCE, 8 (6), November\/December, 545-555.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G. and Shing B.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2005<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/ascelibrary.org\/doi\/abs\/10.1061\/%28ASCE%291090-0268%282005%299%3A6%28545%29\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cAnalysis of Test Specimens for Cohesive Near-Bond Failure of Fiber-Reinforced Polymer-Plated Concrete.\u201d Journal of Composite for Construction, ASCE, 8 (6), 528-538.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Spacone E., Al Mahaidi R. and Saouma V.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2004<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/237788025_Analysis_of_Test_Specimens_for_Cohesive_Near-Bond_Failure_of_Fiber-Reinforced_Polymer-Plated_Concrete\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cSimplified Stochastic Modeling and Simulation of Unidirectional Fiber Reinforced Composites.\u201d Journal of Probabilistic Engineering Mechanics, Elsevier, 19 (1-2), 33-40.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Corotis R. and Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2004<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0266892003000699\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cFailure Mode Analyses of Reinforced Concrete Beams Strengthened in Flexure with Externally Bonded Fiber Reinforced Polymers.\u201d Journal of Composite for Construction, ASCE, 8 (2), 123-131.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Thomsen H., Spacone E., Limkatanyu S. and Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2004<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%291090-0268%282004%298%3A2%28123%29\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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, 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_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:hover {background-color: #e5ece4;}<!-- [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: 1000px)  {<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\ttable, thead, tbody, th, td, tr { <!-- [et_pb_line_break_holder] -->\t\tdisplay: block; <!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\tthead tr { <!-- [et_pb_line_break_holder] -->\t\tposition: absolute;<!-- [et_pb_line_break_holder] -->\t\ttop: -9999px;<!-- [et_pb_line_break_holder] -->\t\tleft: -9999px;<!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttr { border: 1px solid #ddd; }<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttd { <!-- [et_pb_line_break_holder] -->\t\tborder: none;<!-- [et_pb_line_break_holder] -->\t\tborder-bottom: 1px solid #ddd; <!-- [et_pb_line_break_holder] -->\t\tposition: relative;<!-- [et_pb_line_break_holder] -->\t\tpadding-left: 50%; <!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttd:before { <!-- [et_pb_line_break_holder] -->    padding-right: 10rem;<!-- [et_pb_line_break_holder] -->\t\twhite-space: nowrap;<!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(1):before { content: \"Paper Citation\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(2):before { content: \"Author\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(3):before { content: \"Year Published\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(4):before { content: \"Link to Resource\"; }<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] --><\/style>\n<p>   <!-- [et_pb_line_break_holder] --><\/p>\n<h2 style=\"text-align:center; color:#3c3c3a !important; font-weight: lighter !important;\"><!-- [et_pb_line_break_holder] -->  Refereed Proceedings<!-- [et_pb_line_break_holder] --><\/h2>\n<p><!\u2013- [et_pb_br_holder] -\u2013><!-- [et_pb_line_break_holder] -->          <\/p>\n<table class=\"table table-striped mt32 refereed proceedings publications\"><!-- [et_pb_line_break_holder] -->              <\/p>\n<thead><!-- [et_pb_line_break_holder] -->                  <\/p>\n<tr bgcolor=\"#7c9e76\"><!-- [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 to Resource<\/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>Optimum design of a hybrid isolation device for server racks using constrained differential evolution algorithm COMPDYN Proceedings, 2021-June.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Aceto, L., Quaranta, G., Camata, G., Briseghella, B., Spacone, E.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/iris.uniroma1.it\/retrieve\/c991f413-9493-4373-a057-84aa24c9583d\/Aceto_Optimum_2021.pdf\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Finite elements vs. equivalent-frame models for URM walls\u2019 in-plane behaviour. A: World Conference on Earthquake Engineering. \u201c16th World Conference on Earthquake Engineering 16WCEE 2017\u201d Santiago de Chile: 2017, p. 1-11.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Siano, R., Camata, G., Sepe, V., Spacone, E., Roca, P., Pela, L.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/315740490_Finite_elements_vs_equivalent-frame_models_for_URM_walls'_in-plane_behaviour\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Prefabricated responsive diagrids for holistic renovation of existing MID-RISE RC buildings. COMPDYN 2017 \u2013 Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2, pp. 4234-4244. DOI: 10.7712\/120117.5719.18007.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Lab\u00f2, S., Passoni, C., Marini, A., Belleri, A., Camata, G., Riva, P., Spacone, E.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.semanticscholar.org\/paper\/Prefabricated-responsive-diagrids-for-holistic-of-Lab%C3%B2-Passoni\/6d9c035a9314736d012095da0cc7631138d6eb95\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Rintc project: Nonlinear dynamic analyses of Italian code-conforming reinforced concrete buildings for risk of collapse assessment. COMPDYN 2017 \u2013 Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 1, pp. 1474-1485.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata, G., Celano, F., De Risi, M.T., Franchin, P., Magliulo, G., Manfredi, V., Masi, A., Mollaioli, F., Noto, F., Ricci, P., Spacone, E., Terrenzi, M., Verderame, G.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/320208296_RINTC_PROJECT_NONLINEAR_DYNAMIC_ANALYSES_OF_ITALIAN_CODE-CONFORMING_REINFORCED_CONCRETE_BUILDINGS_FOR_RISK_OF_COLLAPSE_ASSESSMENT\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>ELT dome and telescope: A unique prototype in a highly seismic context. Proceedings of SPIE \u2013 The International Society for Optical Engineering, 10706, art. no. 107060Z. DOI: 10.1117\/12.2314945.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Marchiori, G., Rampini, F., Mian, S., De Lotto, L., Camata, G., Bressan, R.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2018<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/spie.org\/Publications\/Proceedings\/Paper\/10.1117\/12.2314945?origin_id=x4318&#038;SSO=1\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cNumerical validation of equivalent-frame models for URM walls\u201d, ECCOMAS Congress 2016 \u2013 VII European Congress on Computational Methods in Applied Sciences and Engineering, Crete Island, Greece, 5-10 June 2016.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>R. Siano, G. Camata, V. Sepe, E. Spacone, P. Roca, L. Pel\u00e0<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2016<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/303857500_Numerical_Validation_of_Equivalent-Frame_models_for_URM_Walls\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/td>\n<p><!-- [et_pb_line_break_holder] -->                <\/tr>\n<p><!-- [et_pb_line_break_holder] -->\t\t\t\t\t\t\t <\/p>\n<tr><!-- [et_pb_line_break_holder] -->        <\/p>\n<td>\u201cFinite Elements vs. Equivalent-Frame Models for URM walls\u2019 in-plane behavior\u201d, 16th World Conference on Earthquake Engineering 2017, Santiago, Chile, 9-13 January 2017 (paper under revision).<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>R. Siano, G. Camata, V. Sepe, E. Spacone, P. Roca, L. Pel\u00e0<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2016<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/315740490_Finite_elements_vs_equivalent-frame_models_for_URM_walls'_in-plane_behaviour\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cNumerical models for masonry prisms subjected to eccentric compressive loading\u201d, XVI Convegno ANIDIS (Associazione Nazionale Italiana di Ingegneria Sismica), L\u2019Aquila, Italy, 13-17 September 2015.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>R. Siano, G. Camata, V. Sepe, E. Spacone<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2015<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/290324657_Numerical_models_for_masonry_prisms_subjected_to_eccentric_compressive_loading\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 GROUND RESPONSE ANALYSIS AT THE SITE OF SAN FELICE CHURCH IN POGGIO PICENZE (L\u2019AQUILA, ITALY). Frontiers of Earthquake Engineering EERI, In:10th U.S. National Conference on\u00a0Earthquake Engineering . 21-24\/07\/2014, Anchorage, Alaska, USA.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque N, Bozzoni F, Lai CG, Miccadei E, Piacentini T, Camata G, Spacone E<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2014<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/271464009_Seismic_ground_response_analysis_at_the_site_of_San_Felice_Church_in_Poggio_Picenze_L'Aquila_Italy\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Probabilistic Seismic Hazard Assessment Of The European Extremely Large Telescope (\u201cE-ELT\u201d) Project (Chile). Frontiers in Earthquake Engineering In:10th U.S. National Conference on Earthquake Engineering . 21-24\/07\/2014, Anchorage, Alaska, USA.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Corigliano M, Lai CG, Scandella L, Spacone E, Camata G, Cantagallo C, Spallarossa D, Ghiretti P<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2014<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/287927039_Probabilistic_seismic_hazard_assessment_of_the_European_Extremely_Large_Telescope_E-ELT_project_Chile\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Topographic Site-Effects Using Recorded Ground Motions. Application to the E-ELT Telescope Site 7th Computational Stochastic Mechanics Conference, June, Santorini, Greece.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo C, Camata G., Corotis R., Spacone E., Ghiretti P., Koch F.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2013<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>Finite element models and future uses for confined masonry. Proc. of ICOSSAIR 2013, Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures In:ICOSSAIR 2013, Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures. June, New York.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>L.T. Nguyen, R.B. Corotis, G. Camata<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2014<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>Expected Ground Motion at the Historical Site of Poggio Picenze, Central Italy, with reference to current Italian Building Code. ENGINEERING GEOLOGY (ISSN:0013-7952) p. 100 \u2013 115 Vol. 166.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Nicola Tarque, Carlo G. Lai, Francesca Bozzoni, Enrico Miccadei, Tommaso Piacentini, Guido Camata, Enrico Spacone<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>&#8211;<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0013795213002512\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 post-elastic damage measures in Nonlinear Dynamic Analyses of RC structures. Proceedings of the 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13) 592- 606, In:2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13). 8-12 September, 2013, Jeju, South Korea.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo C., Camata G., Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2013<\/td>\n<p><!-- [et_pb_line_break_holder] -->\t\t\t\t\t\t\t\t\t<\/p>\n<td>N\/A<\/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>\u201cNonlinear soil-structure interaction of a curved bridge on the Italian Tollway A25\u201d, Proceedings of the EuroDyn 2011 Conference, Leuven, Belgium, July.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Ucci, M., Camata, G., Spacone, E., Lilliu, G., Manie, J., Schreppers, G. J.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>&#8211;<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/bwk.kuleuven.be\/apps\/bwm\/eurodyn2011\/papers\/MS03-1160.pdf\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cRebuilding L\u2019Aquila following the 2009 Earthquake: Priorities and Perspectives,\u201d (with), ICASP 11, August, Zurich, Switzerland.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Liel A.B., Corotis R., Sutton, Camata G., Spacone E. and Bricker-Ford R.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>&#8211;<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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 Variability of  Deformation Demand with Ground Motion Intensity, Computational Stochastic  Mechanics \u2013 Proc. of the 6th International Conference (CSM-6), Rhodos, Greece, June 13-16, 2010.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo C., Camata G., Spacone E., Corotis R.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2010<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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 modeling of in-plane behaviour of adobe walls. In proceedings of 8th National Conference on Seismology and Earthquake Engineering. University of Aveiro, Aveiro, Portugal. 2010.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Tarque N, Camata G, Spacone E, Varum H and Blondet M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2010<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"http:\/\/nicolatarque.weebly.com\/uploads\/1\/2\/6\/9\/12699783\/tarque_espacone_varum_-_2010_-_numerical_modelling_of_in-plane_behaviour_of_adobe_walls.pdf\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 risk analysis framework for the safety assessment of dams in Italy. 8th ICOLD European Club Symposium Austria, Innsbruck 22-23 September, 2010.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Massimo Meghella, Giorgia Faggiani, Enrico Spacone, Guido Camata, Giuseppe Brando.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2010<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/235914519_A_risk_analysis_framework_for_the_safety_assessment_of_dams_in_Italy\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>Post Damage Assessment of the L\u2019Aquila, Abruzzi April 6, 2009 Earthquake. Keynote address, COMPDYN, June 22-24, Rhodes, Greece.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Biondi S., De Matteis G., Lai C., Spacone E., Vanzi I., Vasta M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2009<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>Ambient Vibration Identification of a masonry tower, ANIDIS, Bologna, Italy. 2009.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Biondi S., Camata G., Spacone E. Valente C.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2009<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>Guidelines for Nonlinear Analyisis of Existing Reinforced Concrete Buildings. Assessment and Reduction of the Vulnerability of Existing Reinforced Concrete Buildings.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Bosco M., Camata G., De Stefano M., Ghersi A., Lucchini A., Magliulo G., Marino I., Martinelli E., Monti G., Petti L., Saetta A, Spacone E., Trombetti T.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2008<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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 safety assesment of the tower of the S.Maria Maggiore Cathedral in Guardiagrele, Italy Proc. The Ninth International Conf. on Computational Structure Technology, edited by B.H.V. Topping and M. Papadrakakis. Athens, Greece 2-5 September.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., L. Cifelli, E. Spacone, J. Conte, M. Loi and P. Torrese.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2008<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>Safety Analysis of the bell tower of S.Maria Maggiore cathedral in Guardiagrele (Italy) Proc. 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China 12-17 October, 2008.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., L. Cifelli, E. Spacone, J. Conte and P. Torrese<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2008<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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 models and nonlinear procedures for seismic analysis of reinforced concrete frame structures keynote Lecture, ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, M. Papadrakakis, D.C. Charmpis, N.D. Lagaros, Y. Tsompanakis (eds.), Rethymno, Crete, Greece, 13-16 June, 2008.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Spacone E., Camata G. and Faggella M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2008<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cLinear\/Nonlinear dynamic analysis and seismic assessment of an existing viaduct\u201d XII Convegno Nazionale, L\u2019ingegneria sismica in Italia, Pisa, Italy, June 10-14, 2007.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Sarni A., Spacone E., Ricci G. and Buffone D.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2007<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cMultidirectional seismic input: Design directional combination rules\u201d in Italian, XII Convegno Nazionale, L\u2019ingegneria sismica in Italia, Pisa, Italy, June 10-14, 2007.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Canducci G. and Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2007<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cHigh Temperature Flexural Strengthening with Externally Bonded FRP Reinforcement\u201d FRPRCS-8, University of Patras, Greece, July 16-18, 2007.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Pasquini F. and Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2007<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cOut of plane seismic resistance of walls: collapse mechanisms and retrofit techniques\u201d The Tenth North American Masonry Conference (10 NAMC), June 3-6, 2007.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Benedetti A., Camata G., Mangoni E. and Pugi F.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2007<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cBrittle-Failures of RC Structural Members Strengthened with Fiber Reinforced Polymers.\u201d Proc., Innovative Materials and Technologies for Construction and Restoration, IMTCR-04, 6\/9 June 2004 Lecce, Italy, volume 2, 97-106.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G. and Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2004<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cNonlinear modeling of debonding failure of RC structural members srengthened with FRP laminates.\u201d Proc., 6th International Symposium on Fibre-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, FRPRCS-6, July 8-10, Singapore, 2003.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Spacone E. and Saouma V.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2003<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cParametric Studies of RC Beams Strengthened in Flexure with Externally Bonded FRPs.\u201d Proc., 6th International Symposium on Fibre-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, FRPRCS-6, July 8-10, Singapore, 2003.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Limkatanyu S., Thomsen H., Spacone E. and Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2003<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cModeling FRP strengthened reinforced concrete structural members using nonlinear fracture mechanics.\u201d Proc., International Conference on Composites in Construction, September 16-19, 2003, Rende (CS), Italy.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Spacone E., Al Mahaidi R. and Saouma V.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2003<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cModeling FRP strengthened reinforced concrete structural members using nonlinear finite elements.\u201d Proc., fib-Symposium Concrete Structures in Seismic Regions, May 6-9, 2003, Athens.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Spacone E. and Saouma V. <\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2003<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cNonlinear Fracture mechanics analysis of brittle failure modes of post-strengthening aged\/damaged Reinforced Concrete structural members with Fiber Reinforced Polymer materials.\u201d Proc., Bond in Concrete \u2013 from research to standards, November, Budapest, Hungary, 2002.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Spacone E. and Saouma V.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2002<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cSimplified Stochastic Modeling and Simulation of Unidirectional Fiber Reinforced Composites.\u201d Proc., Fourth International Conference on Computational Stochastic Mechanics, Corfu, Greece, June 9-12, 2002.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Corotis R. and Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2002<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>\u201cPerformance of concrete filled FRP tubes in flexure.\u201d Proc., Conference of Advanced FRP Materials for Civil Structures, Bologna, Italy, October, 2002.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Aprile A., Benedetti A. and Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2002<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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>&#8220;Elastic and inelastic parameters for representing the seismic in-plane behaviour of adobe wall.\u201d Terra 2012, Catholic Universit\u00e0 di Peru. Lima, Peru.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Aprile A., Benedetti A. and Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2012<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"http:\/\/nicolatarque.weebly.com\/uploads\/1\/2\/6\/9\/12699783\/t-6_tarque_et_al__a___paper.pdf\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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> \u201cNon-linear dynamic analysis of an adobe module.\u201d Terra 2012, Catholic Universit\u00e0 di Peru. Lima, Peru.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Aprile A., Benedetti A. and Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2012<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"http:\/\/nicolatarque.weebly.com\/uploads\/1\/2\/6\/9\/12699783\/t-6_tarque_et_al__b___paper.pdf\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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>\u201cApplications of the first draft of the new Italian guidelines for the seismic vulnerability assessment of bridges.\u201d 1ST US-Italy Seismic Bridge Workshop, Pavia (Italy), April 18th-20th 2007.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G., Sarni A. and Spacone E.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2007<\/td>\n<p><!-- [et_pb_line_break_holder] -->\t\t\t\t\t\t\t\t\t<\/p>\n<td>N\/A<\/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>\u201cChallenges in Licensure in an International Context.\u201d International Workshop Engineering Ethics for a Globalized World (EGW11) October 23 \u2013 25. Texas A&#038;M University at Qatar, 2011.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Camata G.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2011<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>N\/A<\/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] -->[\/et_pb_code][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: #e5ece4;}<!-- [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: 1000px)  {<!-- [et_pb_line_break_holder] --><!-- [et_pb_line_break_holder] -->\ttable, thead, tbody, th, td, tr { <!-- [et_pb_line_break_holder] -->\t\tdisplay: block; <!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\tthead tr { <!-- [et_pb_line_break_holder] -->\t\tposition: absolute;<!-- [et_pb_line_break_holder] -->\t\ttop: -9999px;<!-- [et_pb_line_break_holder] -->\t\tleft: -9999px;<!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttr { border: 1px solid #ddd; }<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttd { <!-- [et_pb_line_break_holder] -->\t\tborder: none;<!-- [et_pb_line_break_holder] -->\t\tborder-bottom: 1px solid #ddd; <!-- [et_pb_line_break_holder] -->\t\tposition: relative;<!-- [et_pb_line_break_holder] -->\t\tpadding-left: 50%; <!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\t<!-- [et_pb_line_break_holder] -->\ttd:before { <!-- [et_pb_line_break_holder] -->    padding-right: 10rem;<!-- [et_pb_line_break_holder] -->\t\twhite-space: nowrap;<!-- [et_pb_line_break_holder] -->\t}<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(1):before { content: \"Paper Citation\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(2):before { content: \"Author\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(3):before { content: \"Year Published\"; }<!-- [et_pb_line_break_holder] -->\ttd:nth-of-type(4):before { content: \"Link to Resource\"; }<!-- [et_pb_line_break_holder] -->}<!-- [et_pb_line_break_holder] --><\/style>\n<p>   <!-- [et_pb_line_break_holder] --><\/p>\n<h2 style=\"text-align:center; color:#3c3c3a !important; font-weight: lighter !important;\"><!-- [et_pb_line_break_holder] -->  Books<!-- [et_pb_line_break_holder] --><\/h2>\n<p><!\u2013- [et_pb_br_holder] -\u2013><!-- [et_pb_line_break_holder] -->          <\/p>\n<table class=\"table table-striped mt32 books publications\"> <!-- [et_pb_line_break_holder] -->              <\/p>\n<thead><!-- [et_pb_line_break_holder] -->                  <\/p>\n<tr bgcolor=\"#7c9e76\"><!-- [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 to Resource<\/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>Multidirectional Lateral Loads and Combination Rules in Pushover Analysis. Geotechnical, Geological and Earthquake Engineering, 50, pp. 249-259.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Cantagallo, C., Pellegrini, F.A., Spacone, E., Camata, G.<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.springerprofessional.de\/en\/multidirectional-lateral-loads-and-combination-rules-in-pushover\/20045280\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 Behaviour and Retrofitting of Adobe Masonry Buildings. Structural Rehabilitation of Old Buildings. Building Pathology and RehabilitationStructural Rehabilitation of Old Buildings. An\u00edbal Costa, H  Jo\u00e3o Miranda Guedes, Humberto Varum, p. 37 \u2013 75, 2013.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Humberto  Varum, Nicola Tarque, Dora Silveira, Guido Camata, Bruno Lobo, Marcial  Blondet, Ant\u00f3nio Figueiredo, Muhammad Masood  Rafi, Cristina Oliveira, An\u00edbal Costa<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2013<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/link.springer.com\/chapter\/10.1007\/978-3-642-39686-1_2\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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 models and nonlinear procedures or seismic analysis of reinforced concrete frame structures. In: Charmpis D.C., Papadrakakis M., Lagaros N.D., Tsompanakis Y. Computational Structural Dynamics and Earthquake Engineering. ISBN: 9780415452618. Taylor and Francis (Netherlands), 2008.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>Spacone E., Camata G., Faggella M.<\/td>\n<p><!-- [et_pb_line_break_holder] -->                    <\/p>\n<td>2008<\/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_module\"><!-- [et_pb_line_break_holder] -->                      <a class=\"et_pb_button et_pb_button_0 et_pb_bg_layout_light\" target=\"_blank\" rel=\"noopener\" href=\"https:\/\/www.researchgate.net\/publication\/259646945_Nonlinear_models_and_nonlinear_procedures_for_seismic_analysis_of_reinforced_concrete_frame_structures\">View<\/a><!-- [et_pb_line_break_holder] -->                    <\/div>\n<\/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] -->[\/et_pb_code][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; fullwidth=&#8221;on&#8221; _builder_version=&#8221;4.17.6&#8243; _module_preset=&#8221;default&#8221; bottom_divider_style=&#8221;arrow3&#8243; bottom_divider_color=&#8221;#666666&#8243; global_colors_info=&#8221;{}&#8221;][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>We believe in sharing information, so we have gathered our publications, journal articles, books, etc., authored\/coauthored by our staff.<\/p>\n","protected":false},"author":1,"featured_media":3400,"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-88","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/pages\/88","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/comments?post=88"}],"version-history":[{"count":64,"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/pages\/88\/revisions"}],"predecessor-version":[{"id":3487,"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/pages\/88\/revisions\/3487"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/media\/3400"}],"wp:attachment":[{"href":"https:\/\/asdea.eu\/hardware\/wp-json\/wp\/v2\/media?parent=88"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}