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Adapting Bridges to Climate Change: Impacts, Regulatory Responses, Case Study, and Challenges

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dc.contributor.author Molon, N. pt_BR
dc.contributor.author Moldovan, I. pt_BR
dc.contributor.author Oliveira Santos, L. pt_BR
dc.contributor.author Faber, M. pt_BR
dc.contributor.author Figueiredo, E. pt_BR
dc.date.accessioned 2026-07-29T09:49:16Z pt_BR
dc.date.accessioned 2026-09-04T10:15:38Z
dc.date.available 2026-07-29T09:49:16Z pt_BR
dc.date.available 2026-09-04T10:15:38Z
dc.date.issued 2026-06 pt_BR
dc.identifier.uri http://dspace2.lnec.pt:8080/jspui/handle/123456789/1020053 pt_BR
dc.identifier.uri http://repositorio.lnec.pt:8080/jspui/handle/123456789/1020053
dc.description.abstract Climate change increasingly exposes critical infrastructure systems, like bridges, to hazards for which these systems were neither originally designed nor adequately maintained. Over the past decade, both researchers and stakeholders have produced a growing body of scientific studies and practice-oriented guidelines aimed at enhancing infrastructure resilience, but there is still a lack of studies focused on bridges. This paper applies an integrated assessment approach, combining local monitoring data, biascorrected regional climate projections, physics-based finite element modelling, and reliability analysis, to evaluate the structural implications of future temperature scenarios. After reviewing projected climate impacts and current regulatory responses, with particular emphasis on the evolution of the Eurocodes, the methodology is applied to an existing prestressed concrete bridge in Portugal. Temperature projections derived from regional climate models are downscaled to the bridge site and incorporated into a probabilistic structural assessment. Results indicate that, under a high-emission scenario, projected temperature increases may lead to reductions in reliability index and increases in expansion joint displacements for a long-term period. The comparison between the first and second generations of Eurocodes highlights the transition from historically calibrated thermal actions to climate-adjusted design values. This study demonstrates that climate change represents a quantifiable structural action for bridges and underscores the need for reliability-based, forward-looking design and lifecycle management approaches. pt_BR
dc.language.iso eng pt_BR
dc.publisher BPBE pt_BR
dc.rights openAccess pt_BR
dc.subject Bridges pt_BR
dc.subject climate change pt_BR
dc.subject temperature, pt_BR
dc.subject adaptation pt_BR
dc.subject codes pt_BR
dc.title Adapting Bridges to Climate Change: Impacts, Regulatory Responses, Case Study, and Challenges pt_BR
dc.type conferenceObject pt_BR
dc.identifier.localedicao Lisboa pt_BR
dc.identifier.local Lisboa pt_BR
dc.description.sector DE/DIR pt_BR
dc.identifier.conftitle fib Congress 2026 pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers SIM pt_BR
dc.contributor.arquivo SIM pt_BR


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