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[EN] Simplified mechanics-based approaches for the seismic performance analysis are used for the risk assessment of large bridge portfolios. This study evaluates the applicability and effectiveness of displacement-based assessment (DBA) and nonlinear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::49807eb006b4d80fd9f3af429710b30f
https://doi.org/10.1016/j.engstruct.2021.113832
https://doi.org/10.1016/j.engstruct.2021.113832