A Proposal for Seismic Performance Evaluation of Steel Cable-Stayed Bridge

2001 ◽  
Vol 84 (7) ◽  
pp. 49-56 ◽  
Author(s):  
Chi Shen ◽  
Masaaki Yabe
Keyword(s):  
Performance Evaluation ◽  
Seismic Performance ◽  
Steel Cable ◽  
Seismic Performance Evaluation ◽  
Cable Stayed Bridge

Seismic Performance Evaluation of Large Span Cable-Stayed Bridges

2013 ◽  
Vol 477-478 ◽  
pp. 1029-1033
Author(s):  
Min Zhang ◽  
Si Feng Qin ◽  
Li Song
Keyword(s):  
Performance Evaluation ◽  
Seismic Performance ◽  
Seismic Analysis ◽  
Pushover Analysis ◽  
Analysis Method ◽  
Seismic Performance Evaluation ◽  
Capacity Curves ◽  
Cable Stayed Bridge ◽  
Long Span ◽  
Cable Stayed Bridges

This paper focuses on the performance evaluation of long span cable-stayed bridge. Pushover method has been compared with RHA method to verify its validity. A specific bridge has been calculated by pushover analysis method using several different lateral load patterns. With four typical seismic analysis methods on the structure, the pushover analysis capacity curves have been compared with the RHA’s. It is demonstrated that the pushover method is accurate enough to be used in Engineering.

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