Research on Pipe-Soil Displacement Transfer Coefficient for Buried Pipeline

Article Preview

Abstract:

In anti-seismic design of buried pipeline, selection of pipe-soil displacement transfer coefficient is the decisive factor for reasonable and stable analysis on seismic damage. This paper discusses calculation and selection of pipe-soil displacement transfer coefficient and related parameters, gives more definite, reasonable, simple, and reliable method of determination incorporating with existing achievements for analysis on seismic damage to buried pipelines. The results of analysis provide for anti-seismic design of buried pipelines with basis of reference.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 201-203)

Pages:

2891-2895

Citation:

Online since:

February 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xin Li, Jing Zhou, Jianyun Chen. Chinese Journal of Compnal of Computational Mechanics, 2001, 18(2), p: 167-172. (In Chinese).

Google Scholar

[2] GB50032-2003 Code for seismic design of outdoor water supply, sewerage, gas and heating engineering [S]. Beijing: China architecture &building press, 2003. (In Chinese).

Google Scholar

[3] GB 50011-2001 Code for seismic design of buildings [S]. Beijing: China architecture &building press, 2001. (In Chinese).

Google Scholar

[4] Jiangbing Huang, Jianbing Peng, Tianliang Yang. Journal of Geotechnical Investigation & Surveyin, 2004(3), p: 667. (In Chinese).

Google Scholar

[5] HanY, Sun SP, Cui YP. Proceedings of theASCE International Conference on Pipeline Engineering and Construction. New York: American Society of Civil Engineers, 2003, p: 1135-1144.

Google Scholar

[6] Nishimura N, Ikeuchi T, Taniguchi N. Engineering Structures, 1998, 20(4), p: 291-299.

Google Scholar

[7] Walter WC, ShihB, Chen YC. Soil Dynamics and Earthquake Engineering, 2002, 22, p: 1209-1214.

Google Scholar

[8] Matsubara K, Masaru H. Journal of Engineering Mechanics, 2000, 126(1), p: 76-83.

Google Scholar

[9] Ruiping Guo, Guangxin Li. Journal of Tsinghua University, 1998, 38(1), p: 23-27. (In Chinese).

Google Scholar