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《Earthquake Engineering and Engineering Vibration》 2002-02
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A method for analyzing response of buried pipeline due to earthquake fault movement

LIU Ai-wen 1,ZHANG Su-ling 2,HU Yu-xian 1,LI Xiao-jun 1 (1.Institute of Geophysics, CSB,Beijing 100081,China;2.Center for Analysis and Prediction, CSB,Beijing 100036,China)  
An analysis method is proposed for the response of a buried pipeline due to earthquake fault movement in this paper based on the L.R.L's method.The Newmark-Hall method and Kennedy method can be regarded as the special cases of this method. A dimensionless parameterΘ is defined to represent the ratio of the axial strain to the bending strain in the pipe cross section, which is a function of the fault movement, cross angle of pipeline and fault plane, pipe diameter and thickness, soil friction angle. The calculating and analyzing results show that the axial strain plays a major role in pipeline response when the dimensionless parameterΘ varies in a range, and the bending strain plays a major role when the dimensionless parameterΘ varies in another range.
【Fund】: 国家自然科学基金资助项目 ( 5 0 0 780 49)
【CateGory Index】: U171
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