Analysis of Traveling Wave and Combined Site Effect of Long-Span Upper-Bearing Concrete-Filled Steel Tubular Arch Bridge

Analysis of Traveling Wave and Combined Site Effect of Long-Span Upper-Bearing Concrete-Filled Steel Tubular Arch Bridge

In order to study the traveling wave effect and combined site effect of long-span steel tube concrete-filled arch bridge, a 400-m span bridge of the same type is taken as an example, and a large-mass time-history analysis method with multipoint input of recorded seismic waves is used. A total of 11...

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Bibliographic Details
Main Authors:	Zite Li, Genhui Wang, Jiang Fan, Yue Jian, Yongliang Zhang
Format:	Article
Language:	English
Published:	Wiley 2024-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2024/4618708
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