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Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge
Result of seismic response analysis of a large span cable based bridge with inconsistent inputs is presented in a conjugated paper and is further deal with in this paper. The results from synthesized motions for the same earthquake source and same distance to the rupture show a large difference. They are compared with characteristics of the inputs in this paper. The effect of the motion amplitudes and the coherency between the input motions at the two ends of the main girder on the maximum response displacements and internal forces are pointed out.
Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge
Result of seismic response analysis of a large span cable based bridge with inconsistent inputs is presented in a conjugated paper and is further deal with in this paper. The results from synthesized motions for the same earthquake source and same distance to the rupture show a large difference. They are compared with characteristics of the inputs in this paper. The effect of the motion amplitudes and the coherency between the input motions at the two ends of the main girder on the maximum response displacements and internal forces are pointed out.
Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge
Applied Mechanics and Materials ; 275-277 ; 1407-1410
2013-01-11
4 pages
Article (Journal)
Electronic Resource
English
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