ANALYSIS OF EFFECT OF LARGE GROUND DISPLACEMENT BY SEISMIC LIQUEFACTION ON UNDERGROUND PIPLING BASED ON RELIABILITY THEORY

Wu Yi; Lin Jianhua

doi:10.13204/j.gyjz200406017

Volume 34 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(6): 52-54

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

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Wu Yi, Lin Jianhua. ANALYSIS OF EFFECT OF LARGE GROUND DISPLACEMENT BY SEISMIC LIQUEFACTION ON UNDERGROUND PIPLING BASED ON RELIABILITY THEORY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 52-54. doi: 10.13204/j.gyjz200406017

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

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ANALYSIS OF EFFECT OF LARGE GROUND DISPLACEMENT BY SEISMIC LIQUEFACTION ON UNDERGROUND PIPLING BASED ON RELIABILITY THEORY

doi: 10.13204/j.gyjz200406017

Wu Yi,
Lin Jianhua

1.
Department of Civil Engineering,Huaqiao University Quanzhou 362011

Received Date: 2003-10-18
Publish Date: 2004-06-20

Abstract

Abstract

Based on reliability theory, using the JC method and the end-off JC method, different factors which affects underground pipelines' reliability index are analyzed. Moreover the effect of large ground displacement caused by earthquake liquefaction on underground pipeline is also analyzed, its result is almost the same as that of a finite element analysis, which proves the result's correctness. At the same time, it offers a reference to underground pipeline's burying which gets through a liquefaction zone.
- reliability,
- liquefaction,
- underground pipeline,
- large ground displacement

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References(5)

References

[2] 吴世伟.结构可靠度理论.北京:人民交通出版社,199018

侯忠良.地下管线抗震.北京:学术书刊出版社,199017

[3] 龙驭球.弹性地基梁.北京:科学出版社,198119

[4] 刘惠珊,李鹏程,侯忠良.地下生命线工程防御地震液化产生地面大位移的对策.工程地震,1998(4)

[5] 李鹏程,刘惠珊,官国军,等.地震地面大位移对埋地管线影响的有限元分析.工业建筑,2000,30(6)

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