Performance Test of Energy Dissipation Bearing and Its Application in Seismic Control of a Long-Span Bridge-Reference-Cited by-同舟云学术

Performance Test of Energy Dissipation Bearing and Its Application in Seismic Control of a Long-Span Bridge

Published:2010-11 Issue:6 Volume:15 Page:622-630
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Guan Zhongguo¹²¹,Li Jianzhong¹²¹,Xu Yan¹²¹

Affiliation:

1. Assistant Professor, Dept. of Bridge Engineering, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, China.

2. Professor, Dept. of Bridge Engineering, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, 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.1943-5592.0000099

Reference25 articles.

1. Hyperelasticity Model for Finite Element Analysis of Natural and High Damping Rubbers in Compression and Shear

2. Dynamic characteristics of a long span seismic isolated bridge

3. Study on design method of energy-dissipating earthquake-reduction along transverse of self-anchored suspension bridge by using lead dampers;Fang H.;Earthquake Eng. Eng. Vib.,2006

4. Feng M. R. (2009). “China’s major bridges.” Proc. IABSE Workshop IABSE Shanghai Paper No. 1.

5. Infanti S. Papanikolas P. Benzoni G. and Castellano M. G. (2004). “Rion-Antirion Bridge: Design and full-scale testing of the seismic protection devices.” Proc. 13th World Conf. on Earthquake Engineering FIP Industriale Vancouver Paper No. 2174.

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