Site Effects on Seismic Behavior of Pipelines: A Review

Author:

Liang Jianwen1,Sun Shaoping2

Affiliation:

1. School of Civil Engineering, Tianjin University, Tianjin 300072, China

2. Beijing Municipal Engineering Research Institute, Beijing 100037, China

Abstract

Post-earthquake investigations showed that local site condition had significant effect on seismic behavior of pipelines: almost all seismic damages to buried pipelines were either due to permanent ground deformation such as fault movement, landslide and lateral spread, or found in nonuniform ground, and there were few cases that pipelines were damaged only by wave propagation. Earthquake field observations did clearly indicate that relatively high strain occurred in pipelines laid through nonuniform ground. In this paper, an updated and detailed review of site effects on seismic behavior of pipelines is presented. For the purpose, quantitative analysis of damage, earthquake field observation, theoretical and experimental study, and related seismic design are discussed, and research needs are pointed out. [S0094-9930(00)01702-9]

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference96 articles.

1. Ariman, T., and Muleski, G. E., 1981, “A Review of Seismic Response of Buried Pipelines Under Seismic Excitations,” Earthquake Eng. Struct. Dyn., 9, pp. 133–151.

2. O’Rourke, T. D., Grigoriu, M., and Khater, M., 1985, “Seismic Response of Buried Pipelines: A State-of-the-Art Review,” Decade of Program on Pressure Vessel Technology, ASME, New York, NY.

3. Sun, S., 1992, “The Recent State of Buried Pipeline Earthquake Engineering in China,” PVP-Vol. 227, ASME, pp. 1–6.

4. Sun, S., 1994, “A Review of Buried Pipeline Earthquake Engineering in China,” Proceedings, 2nd China-Japan-US Symposium on Lifeline Earthquake Engineering, Xi’an, pp. 17–42.

5. O’Rourke, M. J., 1995, “Seismic Behavior of Buried Pipeline Components: a State-of-the-Art Review,” Proceedings, 10th European Conference on Earthquake Engineering, Vienna, pp. 2153–2162.

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