Effect of simultaneous spatial near-source ground excitation and soil on the pounding response of bridge girders-Reference-Cited by-同舟云学术

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Effect of simultaneous spatial near-source ground excitation and soil on the pounding response of bridge girders

Published:2003 Issue: Volume:6 Page:779-788
ISSN:1345-9139
Container-title:Journal of applied mechanics
language:en
Short-container-title:Journal of applied mechanics

Author:

Chouw Nawawi¹,Hao Hong²

Affiliation:

1. Dept. of Civil and Resource Engineering, University of Western Australia, Gledden fellow, on leave from Faculty of Environmental Science and Technology, Okayama University

2. Dept. of Civil and Resource Engineering, University of Western Australia

Publisher

Japan Society of Civil Engineers

Subject

General Medicine

Cited by 7 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. Near‐fault ground motion effects on pounding and unseating using an example of a three‐span, simply supported bridge;Earthquake Engineering and Resilience;2022-06

2. Seismic Response Analysis of Multiple-Frame Bridges with Unseating Restrainers considering Ground Motion Spatial Variation and SSI;Advances in Structural Engineering;2015-06

3. Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step;Soil Dynamics and Earthquake Engineering;2013-05

4. Earthquake response of a three-span, simply supported bridge to near-field pulse and permanent-displacement step;Soil Dynamics and Earthquake Engineering;2012-12

5. Analysis of Seismic Responses During Near-Source Ground Motions;Advanced Materials Research;2012-02

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