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- W2357723930 abstract "The seismic capacity of CFST arch bridge depends on the seismic capacity of arch ribs.In order to evaluate accurately the seismic capacity of the arch ribs,evaluation method is presented based on the yield state of the ribs cross-section.In this method,the yield state of the sections is divided into five stages and combines with N-M curves to obtain the districts in which the seismic capacity can be evaluated.The seismic effects is calculated in time-history response analysis.The seismic capacity of the ribs of Nanning Yonghe Bridge is evaluated.It is found:the top and the foot of the arch are dangerous sections,esp.the part of ribs ofⅠ state under 7 degree earthquake.Only a few sections are still inⅠ state,other sections of the arch rib are in Ⅱ yield state under 8 degree earthquake.Most sections of the arch ribs are inⅡ state and some sections are in Ⅲ state under 9 degree earthquake.This method is effective for the evaluation of seismic capacity." @default.
- W2357723930 created "2016-06-24" @default.
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- W2357723930 date "2010-01-01" @default.
- W2357723930 modified "2023-09-27" @default.
- W2357723930 title "Seismic Capacity Evaluation for Ribs of CFST Arch Bridge" @default.
- W2357723930 hasPublicationYear "2010" @default.
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