scholarly journals Seismic analysis of a cable stayed bridge in Talavera de la Reina, Spain

2013 ◽  
Author(s):  
S. Hernández ◽  
L. E. Romera ◽  
F. Pereira ◽  
A. Díaz
Keyword(s):  
Seismic Analysis ◽  
Cable Stayed Bridge

scholarly journals Seismic Analysis and Design of Minpu Double-Deck Cable-Stayed Bridge

2011 ◽  
Vol 14 ◽  
pp. 1501-1509 ◽  
Author(s):  
Hongyi Weiab ◽  
Zhiqiang Wang ◽  
Qinghai Feng
Keyword(s):  
Seismic Analysis ◽  
Analysis And Design ◽  
Cable Stayed Bridge

Seismic analysis and design of the skytrain cable-stayed bridge

1996 ◽  
Vol 23 (6) ◽  
pp. 1241-1248 ◽  
Author(s):  
M. S. Khalil
Keyword(s):  
Seismic Analysis ◽  
Response Spectra ◽  
Design Parameters ◽  
Soil Conditions ◽  
Analysis And Design ◽  
Cable Stayed Bridge ◽  
Input Motion ◽  
Earthquake Effects ◽  
Seismic Area ◽  
Cable Stayed Bridges

The Skytrain Fraser River Crossing near Vancouver is a cable-stayed bridge completed in late 1988. The bridge is located in a highly seismic area with different soil conditions on the two banks of the river and liquefaction potential in the event of a major earthquake. This paper discusses the analysis and design considerations of the bridge for earthquake effects. Discussed in the paper are site conditions, design criteria, input motion, analysis methods, and design parameters. Key words: cable-stayed, bridges, seismic, response spectra, detailing.

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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