Lateral Isolation System of a Long-Span Cable-Stayed Bridge with Heavyweight Concrete Girder in a High Seismic Region-Reference-Cited by-同舟云学术

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Lateral Isolation System of a Long-Span Cable-Stayed Bridge with Heavyweight Concrete Girder in a High Seismic Region

Published:2017-01 Issue:1 Volume:22 Page:04016104
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Guan Zhongguo¹,You Han²,Li Jian-zhong³

Affiliation:

1. Associate Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Graduate Student, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

3. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000965

Reference45 articles.

1. Seismic energy dissipation for cable-stayed bridges using passive devices

2. Dynamic characteristics of a long span seismic isolated bridge

3. Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action

4. Chang C. C. Yan D. (2006). “Study on vulnerability assessment of cable-stayed bridges.” Proc. SPIE Smart Structures and Materials 2006 Vol. 6174 SPIE Bellingham WA 519–530.

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