Study on Anti-Seismic Reliability of Urban Water Supply System

Xiao Juan Li; Fei Min Shen

doi:10.4028/www.scientific.net/AMM.238.868

Paper Titles

Study on In Situ Test Based on Survey of Bachu Earthquake
p.852

Comparative Analysis on Liquefaction Macro-Characteristics of the Three Major Regions in Wenchuan Earthquake
p.856

Research on Zoning Technology of the Liquefaction Seismic Settlement Based on MAPGIS
p.860

Correlation of Site Characteristic Period with Predominant Period of Ground Acceleration by a Simplified Model
p.864

Study on Anti-Seismic Reliability of Urban Water Supply System
p.868

A Study on the Analysis Method of Soil Layer Seismic Response in Seasonal Frozen Site
p.872

Comparative Analysis of Seismic Responses of Different Layer Height Structures with Broken Stone Isolation Layers
p.876

Introduction to ASCE7 Seismic Design and the Comparison with Chinese Code GB 50011-2010
p.881

Analysis of Typical Example and Genesis of Landslide Triggered by Wenchuan Earthquake in China
p.886

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Study on Anti-Seismic Reliability of Urban Water...

Study on Anti-Seismic Reliability of Urban Water Supply System

Abstract:

According to the seismic damage mechanism of the buried pipeline，the seismic performance of single pipeline is evaluated quantitatively. The network connectivity is analyzed with Monte-Carlo method and seismic performance of the whole network system is evaluated quantitatively. Finally, the anti-seismic reliability of the main water supply system is analyzed in the City of Fuzhou. The results indicate that the proposed method is feasible, accurate and effective, which provides references for further research of design, optimization and reformation of the urban buried pipeline.

You might also be interested in these eBooks

Innovation in Civil Engineering, Architecture and Sustainable Infrastructure

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

868-871

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.868

Citation:

Cite this paper

Online since:

November 2012

Authors:

Xiao Juan Li, Fei Min Shen

Keywords:

Anti-Seismic Reliability, Buried Pipeline, Monte-Carlo Method (MC-Method), Network Connectivity

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Z. Hou: Underground pipelines earthquake, Academic Books Press, Beijing, (1990).

Google Scholar

[2] T. Ariman and G. E. Muleski: The buried pipeline response under seismic excitation, Earthquake Engineering and Structural Dynamics, 9 (1999) 133-151.

DOI: 10.1002/eqe.4290090204

Google Scholar

[3] G. Bai: The lifeline earthquake damage prediction system based on GIS, Dalian University of Technology, Dalian, (2007).

Google Scholar

[4] Y. Han. Urban underground pipe network system of seismic and reliable line, Dalian University of Technology, Dalian, (2002).

Google Scholar

[5] X. Li, J. Zhou. Considering the nonlinear characteristics of the soil buried pipe-soil system dynamic response analysis, Journal of Computational Mechanics, 2 (2001) 167-172.

Google Scholar