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Seismic response analysis of self-anchored suspension bridge with multi-tower
Abstract Seismic performance of a self-anchored suspension bridge with three-tower were investigated. A three-dimensional nonlinear finite element model of the bridge was developed using Sap2000. Nonlinear time history analysis was conducted using Fast Nonlinear Analysis Method (FNA), while beam-column effect and nonlinear behavior of bearing and damper were taken into consideration. The analyze results showed that the middle tower was more vulnerable compared with the two side towers; there existed risk of buckling of composite beam, and the most vulnerable part lied near steel-concrete composite segment. Viscous dampers were effective to reduce seismic response of towers as well as girders.
Seismic response analysis of self-anchored suspension bridge with multi-tower
Abstract Seismic performance of a self-anchored suspension bridge with three-tower were investigated. A three-dimensional nonlinear finite element model of the bridge was developed using Sap2000. Nonlinear time history analysis was conducted using Fast Nonlinear Analysis Method (FNA), while beam-column effect and nonlinear behavior of bearing and damper were taken into consideration. The analyze results showed that the middle tower was more vulnerable compared with the two side towers; there existed risk of buckling of composite beam, and the most vulnerable part lied near steel-concrete composite segment. Viscous dampers were effective to reduce seismic response of towers as well as girders.
Seismic response analysis of self-anchored suspension bridge with multi-tower
Xiao, Wei (Autor:in) / Wang, Zhiqiang (Autor:in) / Wei, Hongyi (Autor:in)
International Journal of Steel Structures ; 16 ; 1329-1338
01.12.2016
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Seismic response analysis of self-anchored suspension bridge with multi-tower
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