Near-Fault Seismic Response Analysis of Bridges Considering Girder Impact and Pier Size

Near-Fault Seismic Response Analysis of Bridges Considering Girder Impact and Pier Size

Given the influence of near-fault vertical seismic action, we established a girder-spring-damping-rod model of a double-span continuous girder bridge and used the transient wave function expansion method and indirect modal function method to calculate the seismic response of the bridge. We deduced t...

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Bibliographic Details
Main Authors: Wenjun An, Guquan Song, Shutong Chen
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Mathematics
Subjects:
bridge
near-fault vertical earthquake
multiple separation
pier size
bending damage
Online Access:https://www.mdpi.com/2227-7390/9/7/704

Internet

https://www.mdpi.com/2227-7390/9/7/704

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