Determination of reasonable parameters for skew bridge under different skew angles

A finite element model is created using OpenSees software to perform a time history analysis in order to analyze the seismic response law of a skew bridge and the damage volume of its key components, using a typical 3×20 m skew continuous girder bridge as an example. The seismic response of the skew...

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Bibliographic Details
Published inJournal of Vibroengineering Vol. 25; no. 4; pp. 729 - 744
Main Authors Yin, Weitao, Wang, Kehai, Guo, Weizuo
Format Journal Article
LanguageEnglish
Published JVE International Ltd 01.06.2023
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