Seismic response analysis of continuous rigid frame bridge considering canyon topography effects under incident SV waves-Reference-Cited by-同舟云学术

Seismic response analysis of continuous rigid frame bridge considering canyon topography effects under incident SV waves

Published:2010-02 Issue:1 Volume:23 Page:53-61
ISSN:1674-4519
Container-title:Earthquake Science
language:en
Short-container-title:Earthq Sci

Author:

Zhou Guoliang,Li Xiaojun,Qi Xingjun

Publisher

Earthquake Science

Subject

Geology,Geophysics,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11589-009-0065-7

Reference13 articles.

1. Akira O and Kasaburo H (1983). Effect of topography and subsurface inhomogeneities on seismic SV waves. Earthq Eng Struct Dynam11(4): 441–462.

2. Che W and Luo Q F (2008). Seismic wave propagation in complex topography. Chinese J Geotech Eng30(9): 1 333–1 337 (in Chinese with English abstract).

3. Hu Y X and Sun P S (1981). Site effect on seismic disaster and ground motion. Earthq Eng Eng Vib1: 41–54 (in Chinese with English abstract).

4. Huang H C and Chiu H C (1995). The effect of canyon topography on strong ground motion at Feitsui dam site: Quantitative results. Earthq Eng Struct Dynam24(7): 977–990.

5. Kiureghan (1992). Response spectrum method for multi-support seismic excitations. Earthq Eng Struct Dynam21(8): 713–740.

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