Experimental investigation of spatially varying effect of ground motions on bridge pounding-Reference-Cited by-同舟云学术

Experimental investigation of spatially varying effect of ground motions on bridge pounding

Published:2012-02-20 Issue:14 Volume:41 Page:1959-1976
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Li Bo¹,Bi Kaiming²,Chouw Nawawi¹,Butterworth John W.¹,Hao Hong²

Affiliation:

1. Department of Civil and Environmental Engineering; the University of Auckland, Auckland Mail Centre; Private Bag 92019; Auckland; 1142; New Zealand

2. School of Civil and Resource Engineering; the University of Western Australia; 35 Stirling Highway; Crawley; WA; 6009; Australia

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. Hall FJ 1994 Earthquake Engineering Research Institute Preliminary reconnaissance report

2. The Hyogo-ken Nanbu earthquake (the great Hanshin earthquake) of 17 January 1995;Park;Bulletin of the New Zealand Society for Earthquake Engineering,1995

3. Youd TL Bardet JP Bray JD Kocaeli Turkey earthquake of August 17, 1999 reconnaissance report 2000

4. Chi-Chi, Taiwan, Earthquake of September 21, 1999 Reconnaissance Report;Uzarski;Earthquake Spectra,2001

5. Lin CJ Hung H Liu Y Chai J Reconnaissance report of 0512 China Wenchuan earthquake on bridges Proceedings of the 14th world conference on earthquake engineering 2008 31

Cited by 60 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shake Table Experiment on Girder-Abutment Pounding Effect and Its Numerical Simulation;Lecture Notes in Civil Engineering;2024

2. Influence of Excitation Angle and Soil-Structure Interaction on the Seismic Response of Bridges;Lecture Notes in Civil Engineering;2024

3. Influence of Frequency Ratio and Support Flexibility on the Seismic Response of Two-Segment Rockable Bridges;Lecture Notes in Civil Engineering;2024

4. Effect of a V‐shaped canyon on the seismic response of a bridge under oblique incident SH waves;Earthquake Engineering & Structural Dynamics;2023-10-26

5. Quantifying site-response effect of spatial variability earthquake on seismic failure mode of long-span sea-crossing cable-stayed bridges;Ocean Engineering;2023-08