ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS

Wu Xiaogang; Zhang Tuqiao; Yang Yulong; Li Xun

doi:10.13204/j.gyjz200408012

Volume 34 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(8): 36-37,69

Wu Xiaogang, Zhang Tuqiao, Yang Yulong, Li Xun. ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 36-37,69. doi: 10.13204/j.gyjz200408012

Citation:

Wu Xiaogang, Zhang Tuqiao, Yang Yulong, Li Xun. ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 36-37,69. doi: 10.13204/j.gyjz200408012

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ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS

doi: 10.13204/j.gyjz200408012

1.
Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2003-01-18
Publish Date: 2004-08-20

Abstract

Abstract

The parameters of the pipeline- soil system have the dynamic character under the impetus loads. So the Eular-Bernoulli elastic beam model under traffic loads is set up. Firstly, the analytic solution of the coupling response considering the changing parameters with the space is brought forward; and the analytic solution for the changing parameters with the time is put forward subsequently. So a compact and perspicuous method for the research on the mechanical behaviors of the underground pipelines under traffic loads is provided.
- underground pipeline,
- traffic loads,
- system with changing parameters,
- coupling effect

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