{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,12,6]],"date-time":"2025-12-06T16:49:10Z","timestamp":1765039750567,"version":"3.41.2"},"reference-count":56,"publisher":"FapUNIFESP (SciELO)","issue":"1","license":[{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"},{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"am","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"},{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Rev. IBRACON Estrut. Mater."],"abstract":"<jats:p> Abstract The paper discusses Structural Health Monitoring (SHM) techniques for evaluating the integrity of cable-stayed bridges. Specifically, it explores the application of numerical model updating to detect and quantify structural damage. The method involves modifying system properties to match numerical-experimental responses. Notable researchers have studied this approach, aiming to detect and localize damages by altering dynamic properties like frequency, modal forms, and stiffness matrix. Through Finite Element Method (FEM) models, the study simulates various degrees of damage and evaluates responses against intact experimental tests. The analysis demonstrates the effectiveness of automatic updating in adjusting parameters for damage detection and localization, showing promise for practical application. The accuracy of the process depends on the extent of the studied damage. This study contributes to enhancing the SHM field by validating an automated method for detecting and assessing damage in cable-stayed bridges.<\/jats:p>","DOI":"10.1590\/s1983-41952024000100016","type":"journal-article","created":{"date-parts":[[2024,11,22]],"date-time":"2024-11-22T11:26:29Z","timestamp":1732274789000},"source":"Crossref","is-referenced-by-count":1,"title":["Damage assessment based on the finite element model updating of the Arade River bridge"],"prefix":"10.1590","volume":"17","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-8572-0987","authenticated-orcid":false,"given":"Iviane Cunha e","family":"Santos","sequence":"first","affiliation":[{"name":"Departamento Nacional de Infraestrutura de Transportes,  Brasil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2278-9159","authenticated-orcid":false,"given":"Jos\u00e9 Luis Vital de","family":"Brito","sequence":"additional","affiliation":[{"name":"Universidade de Bras\u00edlia,  Brasil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1188-5978","authenticated-orcid":false,"given":"Elsa S\u00e1","family":"Caetano","sequence":"additional","affiliation":[{"name":"Universidade do Porto,  Portugal"}]}],"member":"530","published-online":{"date-parts":[[2024]]},"reference":[{"key":"ref1","article-title":"Cabo de sustenta\u00e7\u00e3o partido h\u00e1 meses na ponte do Guadiana","author":"Griff T.","year":"2016","journal-title":"Correio da Manh\u00e3"},{"key":"ref2","article-title":"Com desnivel corrigido e metades unidas, nova ponte de Laguna est\u00e1 94% conclu\u00edda","author":"Santaella T.","year":"2015","journal-title":"DCN"},{"key":"ref3","article-title":"Nipigon bridge falls","author":"Stranges C.","year":"2016","journal-title":"CBC News"},{"year":"2004","series-title":"Manual de Inspe\u00e7\u00e3o de Pontes Rodovi\u00e1rias.","key":"ref4"},{"year":"2004","series-title":"Inspe\u00e7\u00e3o de Pontes e Viadutos de Concreto Armado e Protendido.","key":"ref5"},{"year":"2013","series-title":"Inspe\u00e7\u00e3o de Estruturas de Concreto \u2013 Qualifica\u00e7\u00e3o e Certifica\u00e7\u00e3o de Pessoal \u2013 Requisitos, ABNT NBR 16230","key":"ref6"},{"first-page":"11","year":"2012","series-title":"Vistorias de Pontes e Viadutos de Concreto \u2013 Procedimento, ABNT NBR 9452","key":"ref7"},{"year":"2011","series-title":"Utiliza\u00e7\u00e3o de m\u00e9todos n\u00e3o destrutivos e semi-destrutivos na avalia\u00e7\u00e3o de pontes de concreto","author":"Sahuinco M. 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