Influence of Pile-Soil-Structure Interaction on the Dynamic Characteristics of Cable-Stayed Bridge

Author:

Chen De Liang1,Liu Feng1,Wang Wen Ting2,Chen Chang Ping3

Affiliation:

1. Changsha University of Science and Technology

2. Changsha University of Science & Technology

3. Xiamen University of Technology

Abstract

The dynamic characteristics of cable-stayed bridge will be affected greatly by soil action. In the paper, a spatial dynamic analysis model of a cable-stayed bridge was built by using the general finite element software ANSYS. The dynamic characteristics of the frequencies and modal shapes are investigated and compared with considering the pile-soil-structure interaction or not. From the analysis, the results indicate that if the pile-soil-structure interaction is taken into account, there will have a significant effect on the dynamic behaviors of bridge.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. E.N. Rovithis, K.D. Pitilakis, G.E. Mylonakis: Soil Dynamics and Earthquake Engineering (2009), P. 1005.

2. Joseph Penzien, CharlesF. Scheffey and Richard A. Parmelee: Journal of the Engineering Mechanics Division, Prcceedomgs of the American Society of Civil Engineer (1964).

3. Ross W. Boulanger, Christina J. Curras, Bruce L. Kutter, Seismic, Daniel W. Wilson and Abbas Abghari: Journal of Geotechnical and Geoenvironmental Engineering (1999), P. 750.

4. Mor bridge program offices: Cable-stayed bridge science institute. (Science and Technology Literature Press, Beijing 1992) In Chinese.

5. Jiao Tong Bu Gong Lu Gui Hua She Ji Yuan in: Specifications for Design of Ground Base and Foundation of Highway Bridge and Culverts. (China Communications Publishing, Beijing1985) In Chinese.

Cited by 1 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. Elastoplastic Analysis on Seismic Response of Long-Span Composite Beam Cable-Stayed Bridge;International Conference on Road and Airfield Pavement Technology 2023;2024-02-06

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3