Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes
Author:
Affiliation:
1. Universidad Nacional de Cuyo, Facultad de Ingeniería, Mendoza, Argentina
2. CONICET, National Research Council, Argentina
Abstract
Funder
University of Cuyo and CONICET
Publisher
SAGE Publications
Subject
Building and Construction,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/13694332221074772
Reference51 articles.
1. Numerical simulation of pounding damage to bridge structures under spatially varying ground motions
2. 3D FEM Analysis of Pounding Response of Bridge Structures at a Canyon Site to Spatially Varying Ground Motions
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1. Partially restrained seismic isolation system to retrofit a continuous girder RC bridge;Structure and Infrastructure Engineering;2023-05-11
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