{"id":3931,"date":"2024-10-24T15:33:51","date_gmt":"2024-10-24T13:33:51","guid":{"rendered":"https:\/\/www.enrichproject.it\/?page_id=3931"},"modified":"2026-03-05T11:19:45","modified_gmt":"2026-03-05T10:19:45","slug":"products","status":"publish","type":"page","link":"https:\/\/www.enrichproject.it\/en\/products\/","title":{"rendered":"Products"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"3931\" class=\"elementor elementor-3931\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-bfc8fcf elementor-section-stretched elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"bfc8fcf\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;stretch_section&quot;:&quot;section-stretched&quot;,&quot;background_background&quot;:&quot;classic&quot;,&quot;animation&quot;:&quot;none&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-wider\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c97778b\" data-id=\"c97778b\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6dd46d3 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"6dd46d3\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<h3>PRODUCTS<\/h3>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b0ec79f elementor-section-stretched elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b0ec79f\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;stretch_section&quot;:&quot;section-stretched&quot;,&quot;background_background&quot;:&quot;classic&quot;,&quot;animation&quot;:&quot;none&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-wider\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-08d7f56\" data-id=\"08d7f56\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-51f1f53 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"51f1f53\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<h4>Scientific publications produced within the ENRICH project<\/h4>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-126c1d8 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"126c1d8\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2026\/03\/DAngela-and-Magliulo-2026-MS.pdf\" target=\"_blank\" rel=\"noopener\"><strong>D&#8217;Angela and Magliulo 2026 M&#038;S  &#8211; <\/strong>Acoustic emission testing of prestressed RC bridge girders: methodology, results, and dataset\n<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-23d6666 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"23d6666\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/11\/2025-Magliulo-et-al-ES.pdf\" target=\"_blank\" rel=\"noopener\"><strong>Magliulo et al. 2025 ES &#8211; <\/strong>Seismic retrofitting of hollow brick partitions using low-cost self-expanding foam<br \/><\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-683b450 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"683b450\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/10\/DAngela-et-al.-SHM-2025.pdf\" target=\"_blank\" rel=\"noopener\"><strong>D&#8217;Angela et al. 2025 SHM \u2013 <\/strong>Development and validation of acoustic emission criteria for cracking assessment of prestressed RC girders\n<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6d1193f elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"6d1193f\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/09\/Rodriguez-et-al.-2025-ES.pdf\" target=\"_blank\" rel=\"noopener\"><strong>Rodriguez et al. 2025 Engineering Structures \u2013 <\/strong>Influence of gravity load trapezes in the seismic performance of suspended<br \/>piping systems<br \/><\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-37c8ba8 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"37c8ba8\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/07\/DAngela-et-al-JEE-2025.pdf\" target=\"_blank\" rel=\"noopener\"><strong>D&#8217;Angela et al. 2025 JEE<\/strong> &#8211; Seismic Response of Rocking-Dominated Nonstructural Elements: A Comprehensive Review<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-65399cf elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"65399cf\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/05\/Magliulo-et-al.-2025-CBM.pdf\" target=\"_blank\" rel=\"noopener\"><strong>Magliulo et al 2025 CBM <\/strong> &#8211; &#8211; Cyclic behavior of screw connections in plasterboard partitions<\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b6ad003 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"b6ad003\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/03\/DAngela-and-Magliulo-2025-RESS.pdf\" target=\"_blank\" rel=\"noopener\"><strong>D&#8217;Angela and Magliulo 2025 RESS<\/strong> &#8211; Methodological guidance and quantitative measures regarding seismic capacity and safety of freestanding and inelastic anchored nonstructural elements housed in ordinary and critical facilities<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f789bcf elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"f789bcf\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2025\/03\/Zidarich-et-al-2025-BGO.pdf\" target=\"_blank\" rel=\"noopener\"><strong>Zidarich et al 2025 BGO<\/strong> &#8211; Seismic risk perception of non-structural elements\nin Italian hospitals: pilot studies <\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-55c34b3 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"55c34b3\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2024\/01\/Magliulo-and-DAngela-2024.pdf\" target=\"_blank\"><strong>Magliulo and D\u2019Angela 2024<\/strong> &#8211; Seismic response and capacity of inelastic acceleration-sensitive nonstructural elements subjected to building floor motions<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9ad4b3c elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"9ad4b3c\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2024\/12\/DAngela-et-al-2024-CACAIE.pdf\" target=\"_blank\" rel=\"noopener\"><strong>D&#8217;Angela et al 2024<\/strong> &#8211; Computational modeling of reinforced concrete dapped-end beams<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a3dfafa elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"a3dfafa\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2024\/01\/DAngela-et-al.-ES-2024.pdf\" target=\"_blank\"><strong>D\u2019Angela et al 2024<\/strong> &#8211; Seismic assessment and qualification of acceleration-sensitive nonstructural elements through shake table testing: Reliability of testing protocols and reliability-targeted safety factors<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1fe783e elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"1fe783e\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2024\/03\/Magliulo-et-al-BEE-2024.pdf\" target=\"_blank\" rel=\"noopener\"><strong>Magliulo et al 2024<\/strong> \u2013 Dynamic identification and seismic capacity of an innovative cleanroom with walkable ceiling system<\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-654abc0 elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"654abc0\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2024\/01\/Blasi-et-al-2023.pdf\" target=\"_blank\"><strong>Blasi et al 2023<\/strong> &#8211; Parametric investigation on the response of suspended piping systems to tri-directional seismic excitation<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-39eb79a elementor-invisible elementor-widget elementor-widget-text-editor\" data-id=\"39eb79a\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.enrichproject.it\/wp-content\/uploads\/2024\/01\/Zito-et-al-2022-CACAIE.pdf\" target=\"_blank\"><strong>Zito et al 2022<\/strong> &#8211; A shake table protocol for seismic assessment and qualification of acceleration-sensitive nonstructural elements<\/a>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b4d300d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b4d300d\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-aed07c3\" data-id=\"aed07c3\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-940266a elementor-widget elementor-widget-spacer\" data-id=\"940266a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>PRODUCTS Scientific publications produced within the ENRICH project D&#8217;Angela and Magliulo 2026 M&#038;S &#8211; Acoustic emission testing of prestressed RC bridge girders: methodology, results, and dataset<span class=\"excerpt-hellip\"> [\u2026]<\/span><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3931","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/pages\/3931","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/comments?post=3931"}],"version-history":[{"count":32,"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/pages\/3931\/revisions"}],"predecessor-version":[{"id":4732,"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/pages\/3931\/revisions\/4732"}],"wp:attachment":[{"href":"https:\/\/www.enrichproject.it\/en\/wp-json\/wp\/v2\/media?parent=3931"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}