{"id":17,"date":"2026-10-26T16:11:19","date_gmt":"2026-10-26T15:11:19","guid":{"rendered":"https:\/\/robust.grad.hr\/index.php\/about-the-project\/"},"modified":"2026-10-27T12:29:04","modified_gmt":"2026-10-27T11:29:04","slug":"about-the-project","status":"publish","type":"page","link":"https:\/\/robust.grad.hr\/index.php\/about-the-project\/","title":{"rendered":"About the Project"},"content":{"rendered":"\n<div class=\"wp-block-group has-background alignfull has-global-padding is-layout-constrained wp-container-core-group-is-layout-f1a48675 wp-block-group-is-layout-constrained\" style=\"background-color:#0b2e59;padding-top:var(--wp--preset--spacing--60);padding-right:var(--wp--preset--spacing--50);padding-bottom:var(--wp--preset--spacing--60);padding-left:var(--wp--preset--spacing--50);margin-top:0;margin-bottom:0\">\n<p class=\"has-text-color has-small-font-size wp-block-paragraph\" style=\"color:#ffb08f;font-weight:600;letter-spacing:0.08em;text-transform:uppercase\">About the project<\/p>\n\n\n<h1 class=\"wp-block-heading has-text-color\" style=\"color:#ffffff\">Seismic fragility of existing road bridges, accounting for their actual condition<\/h1>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#dbe6f3\">ROBUST addresses the seismic fragility of existing road bridges by explicitly accounting for their actual structural condition.<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group alignfull has-global-padding is-layout-constrained wp-container-core-group-is-layout-8d0217fa wp-block-group-is-layout-constrained\" style=\"padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--50);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--50);margin-top:0;margin-bottom:0\">\n<p class=\"has-medium-font-size wp-block-paragraph\">The research combines the identification of representative bridge typologies, assessment of key seismic performance indicators, condition-based numerical modelling and probabilistic fragility analysis. The expected outcomes include condition-dependent seismic fragility curves and practical recommendations for bridge inspection and seismic assessment.<\/p>\n\n\n<div style=\"height:16px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d733185 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<p class=\"has-text-color has-small-font-size wp-block-paragraph\" style=\"color:#e8501a;font-weight:700;letter-spacing:0.08em;text-transform:uppercase\">Objectives<\/p>\n\n\n<h2 class=\"wp-block-heading has-x-large-font-size\">What ROBUST sets out to achieve<\/h2>\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">The main objective of ROBUST is to develop a scientifically sound and practically applicable methodology for condition-dependent seismic fragility assessment of existing road bridges in Croatia.<\/p>\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">The project focuses on identifying representative bridge typologies, defining key seismic performance indicators, evaluating the influence of structural condition on seismic response, and developing condition-dependent fragility curves. The results aim to support more reliable seismic assessment and informed decision-making in bridge infrastructure management.<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<p class=\"has-text-color has-small-font-size wp-block-paragraph\" style=\"color:#e8501a;font-weight:700;letter-spacing:0.08em;text-transform:uppercase\">Methodology<\/p>\n\n\n<h2 class=\"wp-block-heading has-x-large-font-size\">How the research is carried out<\/h2>\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">The ROBUST methodology integrates bridge inventory analysis, historical design information, field investigations, advanced numerical modelling and probabilistic seismic assessment.<\/p>\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">Visual inspections and non-destructive testing provide information on actual structural condition, while field measurements and finite-element model updating support the development of realistic numerical models. Nonlinear dynamic analyses are subsequently used to derive condition-dependent seismic fragility curves, accounting for uncertainties in structural properties and seismic demand.<\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-background alignfull has-global-padding is-layout-constrained wp-container-core-group-is-layout-b187fdba wp-block-group-is-layout-constrained\" style=\"background-color:#eef3f9;padding-top:var(--wp--preset--spacing--50);padding-right:var(--wp--preset--spacing--50);padding-bottom:var(--wp--preset--spacing--60);padding-left:var(--wp--preset--spacing--50);margin-top:0;margin-bottom:0\">\n<p class=\"has-text-color has-small-font-size wp-block-paragraph\" style=\"color:#e8501a;font-weight:700;letter-spacing:0.08em;text-transform:uppercase\">Work packages<\/p>\n\n\n<h2 class=\"wp-block-heading\">Five interconnected work packages<\/h2>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#4a5a70\">The ROBUST research programme is organised into five interconnected work packages, covering the entire process from bridge characterisation to seismic fragility assessment and knowledge transfer.<\/p>\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-794e3cfa wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-group has-background is-layout-flow wp-block-group-is-layout-flow\" style=\"border-top-color:#3e6e93;border-top-width:6px;border-right-color:#d6e0ec;border-right-width:1px;border-bottom-color:#d6e0ec;border-bottom-width:1px;border-left-color:#d6e0ec;border-left-width:1px;border-radius:10px;background-color:#ffffff;padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--40);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--40)\">\n<p class=\"has-text-color has-large-font-size wp-block-paragraph\" style=\"color:#3e6e93;font-weight:800;letter-spacing:0.04em\">WP1<\/p>\n\n\n<h3 class=\"wp-block-heading has-medium-font-size\">Croatian Bridge Stock Characterisation and Identification of Representative Bridge Typology<\/h3>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#4a5a70\">Analysis of existing bridge inventories and identification of representative structural typologies considering construction periods, design characteristics and structural systems.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-group has-background is-layout-flow wp-block-group-is-layout-flow\" style=\"border-top-color:#4e8b83;border-top-width:6px;border-right-color:#d6e0ec;border-right-width:1px;border-bottom-color:#d6e0ec;border-bottom-width:1px;border-left-color:#d6e0ec;border-left-width:1px;border-radius:10px;background-color:#ffffff;padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--40);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--40)\">\n<p class=\"has-text-color has-large-font-size wp-block-paragraph\" style=\"color:#4e8b83;font-weight:800;letter-spacing:0.04em\">WP2<\/p>\n\n\n<h3 class=\"wp-block-heading has-medium-font-size\">Key Seismic Performance Indicators<\/h3>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#4a5a70\">Identification of key parameters affecting seismic performance, combining historical design characteristics with structural condition data obtained through visual inspections and non-destructive testing.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-group has-background is-layout-flow wp-block-group-is-layout-flow\" style=\"border-top-color:#c46b3f;border-top-width:6px;border-right-color:#d6e0ec;border-right-width:1px;border-bottom-color:#d6e0ec;border-bottom-width:1px;border-left-color:#d6e0ec;border-left-width:1px;border-radius:10px;background-color:#ffffff;padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--40);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--40)\">\n<p class=\"has-text-color has-large-font-size wp-block-paragraph\" style=\"color:#c46b3f;font-weight:800;letter-spacing:0.04em\">WP3<\/p>\n\n\n<h3 class=\"wp-block-heading has-medium-font-size\">Numerical Modelling and Model Updating<\/h3>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#4a5a70\">Development and calibration of nonlinear finite-element models incorporating structural condition, material properties and field measurement data.<\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-794e3cfa wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-group has-background is-layout-flow wp-block-group-is-layout-flow\" style=\"border-top-color:#6b8f5a;border-top-width:6px;border-right-color:#d6e0ec;border-right-width:1px;border-bottom-color:#d6e0ec;border-bottom-width:1px;border-left-color:#d6e0ec;border-left-width:1px;border-radius:10px;background-color:#ffffff;padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--40);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--40)\">\n<p class=\"has-text-color has-large-font-size wp-block-paragraph\" style=\"color:#6b8f5a;font-weight:800;letter-spacing:0.04em\">WP4<\/p>\n\n\n<h3 class=\"wp-block-heading has-medium-font-size\">Capacity vs Demands for Fragility Assessment<\/h3>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#4a5a70\">Evaluation of seismic demand and capacity through nonlinear dynamic analyses and derivation of condition-dependent seismic fragility curves at component and system levels.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-group has-background is-layout-flow wp-block-group-is-layout-flow\" style=\"border-top-color:#7a6c9a;border-top-width:6px;border-right-color:#d6e0ec;border-right-width:1px;border-bottom-color:#d6e0ec;border-bottom-width:1px;border-left-color:#d6e0ec;border-left-width:1px;border-radius:10px;background-color:#ffffff;padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--40);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--40)\">\n<p class=\"has-text-color has-large-font-size wp-block-paragraph\" style=\"color:#7a6c9a;font-weight:800;letter-spacing:0.04em\">WP5<\/p>\n\n\n<h3 class=\"wp-block-heading has-medium-font-size\">Dissemination and Knowledge Transfer<\/h3>\n\n\n<p class=\"has-text-color has-medium-font-size wp-block-paragraph\" style=\"color:#4a5a70\">Dissemination of research findings through scientific publications, international conferences and workshops, together with the development of practical recommendations for infrastructure managers.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\"><\/div>\n<\/div>\n\n\n<div style=\"height:24px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n<figure class=\"wp-block-image alignwide size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"1942\" height=\"1019\" src=\"https:\/\/robust.grad.hr\/wp-content\/uploads\/2026\/10\/robust-workflow.png\" alt=\"ROBUST project workflow: work packages WP1 to WP5, their timeline over 36 months and the main annual results\" class=\"wp-image-15\" srcset=\"https:\/\/robust.grad.hr\/wp-content\/uploads\/2026\/10\/robust-workflow.png 1942w, https:\/\/robust.grad.hr\/wp-content\/uploads\/2026\/10\/robust-workflow-300x157.png 300w, https:\/\/robust.grad.hr\/wp-content\/uploads\/2026\/10\/robust-workflow-1024x537.png 1024w, https:\/\/robust.grad.hr\/wp-content\/uploads\/2026\/10\/robust-workflow-768x403.png 768w, https:\/\/robust.grad.hr\/wp-content\/uploads\/2026\/10\/robust-workflow-1536x806.png 1536w\" sizes=\"auto, (max-width: 1942px) 100vw, 1942px\" \/><figcaption class=\"wp-element-caption\">ROBUST project workflow: work packages, timeline and main annual results.<\/figcaption><\/figure>\n<\/div>\n\n","protected":false},"excerpt":{"rendered":"<p>About the project Seismic fragility of existing road bridges, accounting for their actual condition ROBUST addresses the seismic fragility of existing road bridges by explicitly accounting for their actual structural condition. The research combines the identification of representative bridge typologies, assessment of key seismic performance indicators, condition-based numerical modelling and probabilistic fragility analysis. The expected [&hellip;]<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":2,"comment_status":"closed","ping_status":"closed","template":"page-no-title","meta":{"footnotes":""},"class_list":["post-17","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/pages\/17","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/comments?post=17"}],"version-history":[{"count":4,"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/pages\/17\/revisions"}],"predecessor-version":[{"id":37,"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/pages\/17\/revisions\/37"}],"wp:attachment":[{"href":"https:\/\/robust.grad.hr\/index.php\/wp-json\/wp\/v2\/media?parent=17"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}