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This paper presents a definition and a measure of structural robustness in the context of deteriorating structures which are compatible with asset management systems for optimal maintenance and repair planning. The proposed index is used to define the robustness of existing reinforced concrete (<jats:styled-content style=\"fixed-case\">RC<\/jats:styled-content>) structures to rebar corrosion. Structural performance and the corresponding reliability index are assessed using combined advanced reliability and structural analysis techniques. Structural analysis explicitly includes deterioration mechanisms resulting from corrosion, such as reinforcement area reduction, concrete cracking, and bond deterioration. The first\u2010order reliability method, combined with a response surface algorithm, is used to compute the reliability index for a wide range of different corrosion levels, resulting in a fragility curve. Finally, structural robustness is computed and discussed based on the results obtained. A robustness comparison of different structures can then be used to determine structural types more tolerant to corrosion and these results used for planning maintenance and repairs.<\/jats:p>","DOI":"10.1002\/suco.201600084","type":"journal-article","created":{"date-parts":[[2016,9,26]],"date-time":"2016-09-26T13:00:38Z","timestamp":1474894838000},"page":"316-325","source":"Crossref","is-referenced-by-count":24,"title":["Reliability\u2010based approach to the robustness of corroded reinforced concrete structures"],"prefix":"10.1002","volume":"18","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-6413-4217","authenticated-orcid":false,"given":"Eduardo S.","family":"Cavaco","sequence":"first","affiliation":[{"name":"Civil Engineering Department Universidade NOVA de Lisboa Monte da Caparica Portugal"},{"name":"CERIS\u2014Civil Engineering Research and Innovation for Sustainability Lisboa Portugal"}]},{"given":"Luis A.C.","family":"Neves","sequence":"additional","affiliation":[{"name":"Nottingham Transportation Engineering Centre (NTEC), Department of Civil Engineering University of Nottingham Nottingham UK"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4473-4308","authenticated-orcid":false,"given":"Joan R.","family":"Casas","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering Technical University of Catalunya Barcelona Spain"}]}],"member":"311","published-online":{"date-parts":[[2017,2,27]]},"reference":[{"key":"e_1_2_7_1_2_1","doi-asserted-by":"publisher","DOI":"10.12989\/sss.2012.9.1.001"},{"key":"e_1_2_7_1_3_1","doi-asserted-by":"publisher","DOI":"10.1016\/S0167-4730(00)00018-7"},{"key":"e_1_2_7_1_4_1","doi-asserted-by":"publisher","DOI":"10.1080\/15732479.2010.501562"},{"key":"e_1_2_7_1_5_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9445(1987)113:7(1533)"},{"key":"e_1_2_7_1_6_1","doi-asserted-by":"publisher","DOI":"10.1016\/0951-8320(95)00007-O"},{"key":"e_1_2_7_1_7_1","doi-asserted-by":"publisher","DOI":"10.1201\/9780203885307"},{"issue":"1","key":"e_1_2_7_1_8_1","first-page":"42","article-title":"Robustness of corroded reinforced concrete structures\u2014a structural performance approach","volume":"90","author":"Cavaco ES","year":"2013","journal-title":"Struct Infrastruct Eng"},{"key":"e_1_2_7_1_9_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.strusafe.2006.11.004"},{"key":"e_1_2_7_1_10_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.strusafe.2007.02.002"},{"key":"e_1_2_7_1_11_1","unstructured":"F\u00e9d\u00e9ration internationale du b\u00e9ton.fib: Bond of Reinforcement in Concrete: State\u2010of\u2010art Report. 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