Seismic Response Analysis of Long-Span CFST Deck-Type Arch Bridge
Zhixiang Zhou
Abstract
Zhixiang Zhou
Abstract
Seismic response behaviors of long-span concrete filled in steel tube(CFST)deck-type arch bridge were investigated.The free vibration specialty between half-through CFST arch bridge and CFST deck-type arch bridge was contrasted.The seismic response behaviors of CFST deck-type arch bridge subjected to longitudinal excitation,vertical excitation and lateral excitation were analyzed by timehistory analysis method.The effect of multi-support excitation was also discussed,and the seismic response specialty was contrasted between CFST deck-type arch bridge and CFST half-through arch bridge.
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Seismic response behaviors of long-span concrete filled in steel tube(CFST)deck-type arch bridge were investigated.The free vibration specialty between half-through CFST arch bridge and CFST deck-type arch bridge was contrasted.The seismic response behaviors of CFST deck-type arch bridge subjected to longitudinal excitation,vertical excitation and lateral excitation were analyzed by timehistory analysis method.The effect of multi-support excitation was also discussed,and the seismic response specialty was contrasted between CFST deck-type arch bridge and CFST half-through arch bridge.
Key concepts: Structural engineering, Deck, Arch, Arch bridge, Bridge deck, Span (engineering), Beam bridge, Bridge (graph theory)