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《Earthquake Engineering and Engineering Vibration》 2001-04
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Buckling analysis of buried pipes subjected to fault movements

FENG Qi-min ZHAO Lin (1.Institute of Engineering Mechanics, China Seismologcial Bureau, Harbin 150080, China; 2. Tongji University, Shanghai 200092, China)  
Buckling responses of buried pipes to fault movement considering the interaction of pipes and soil are analysed, using the Finite Displacement Analysis Method with thin shell elements. The analysis model of interaction of pipe and soil is presented. The pipe is discretized into 4 nodes thin thin shell elements and the soil is modeled by nonlinear springs. Some factors and parameter effects, such as material nonlinearity of the pipe and soil and the geometrical parameters of pipe are studied.
【Fund】: 中国地震局“九五”攻关项目
【CateGory Index】: U171
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