Synchronous Optimization of Key Parameters of Transverse Seismic Isolation System for Asymmetric Cable-stayed Bridge with Unequal Height Towers
Author:
Affiliation:
1. Chang’an University,Shaanxi Provincial Key Laboratory of Bridge and Tunnels,Xi’an,China,710064
2. Research Institute of Highway Science & Technology of Yunnan Province,Kunming,China,650051
Publisher
IEEE
Link
http://xplorestaging.ieee.org/ielx7/10210728/10210729/10211029.pdf?arnumber=10211029
Reference12 articles.
1. Design method of energy-dissipated earthquake-reduction along transverse of long-span cable-stayed bridges[J];liu;Vibration Engineering,2006
2. An effective lateral earthquake-resisting system for long-span cable-stayed bridges against near-fault earthquakes
3. Response of Cable-Stayed Bridge Transversely Isolated with Elasto-Plastic Cable Pairs and Fluid Viscous Damper Subjected to Near Fault Ground Motions[J];guan;Journal of TongjiUniversity(Nature Science),2016
4. Shake table test on transverse steel damper seismic system for long span cable-stayed bridges
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