Response of a Rc Bridge in WA to Simulated Spatially Varying Seismic Ground Motions-Reference-Cited by-同舟云学术

Response of a Rc Bridge in WA to Simulated Spatially Varying Seismic Ground Motions

Published:2008-01 Issue:1 Volume:8 Page:85-98
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Hao H.¹,Chouw N.¹

Affiliation:

1. School of Civil and Resource Engineering, University of Western Australia, Perth

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2008.11464989

Reference9 articles.

1. California Department of Transportation. Sacramento, 2001,CALTRANS Seismic Design Criteria, Design manual-Version 1.2, Sacramento, California.

2. Chouw, N. & Hao, H. 2007, “Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint”,Journal of Engineering Structures, in-press.

3. Hall, F. J. (editor) 1994, “Northridge earthquake, January 17, 1994: Preliminary reconnaissance report”, EERI-94-01, Earthquake Engineering Research Institute.

4. Hamada, M., Nakamura, S., Ohsumi, T., Megro, K. & Wang, E. (editors), 1999, “The 1999 Ji-Ji earthquake, Taiwan-Investigation into damage to civil engineering structure”, Japan Society of Civil Engineers, Tokyo, 160 pp.

5. Hao, H. 1989, “Effects of spatial variation of ground motions on large multiply-supported structures”, Report No. UCB/EERC-89/06, Earthquake Engineering Research Center, University of California at Berkeley.

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