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Seismic Performance Evaluation of Large 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.
Seismic Performance Evaluation of Large 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.
Seismic Performance Evaluation of Large Span Cable-Stayed Bridges
Applied Mechanics and Materials ; 477-478 ; 1029-1033
19.12.2013
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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