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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Published in | Journal of Vibroengineering Vol. 25; no. 4; pp. 729 - 744 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
JVE International Ltd
01.06.2023
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Subjects | |
Online Access | Get full text |
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