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地基沉降引起柔性管道的内力和变形
引用本文:陈阿锋,余绍锋. 地基沉降引起柔性管道的内力和变形[J]. 山西建筑, 2009, 35(6): 1-3
作者姓名:陈阿锋  余绍锋
作者单位:1. 同济大学结构工程与防灾研究所,上海,200092
2. 同济大学建筑工程系,上海,200092
摘    要:针对地基沉降对柔性管道的影响这一课题,利用材料力学中索的受力分析模型对地下柔性管道在地基沉降作用下的情况进行分析,推导出土体处于非极限状态和极限状态两种情况下管道的竖向位移方程,给出了管道拉力、变形的表达式,经过对工程实例进行分析,表明理论计算结果与现场实测值比较吻合。

关 键 词:地基沉降  地下柔性管道位移  索方程  弹性地基

The endogen force and deformation of flexible duct provoked by foundation settlement
CHEN A-feng,YU Shao-feng. The endogen force and deformation of flexible duct provoked by foundation settlement[J]. Shanxi Architecture, 2009, 35(6): 1-3
Authors:CHEN A-feng  YU Shao-feng
Affiliation:CHEN A-feng YU Shao-feng
Abstract:Aiming at the influence of foundation settlement on flexible duct,the situation of underground flexible duct under foundation settlement effect was analyzed with forces analysis on funiculus of material mechanics. The duct vertical displacement equations under the non-ultimate limit state and ultimate limit state were deduced.The expression of dust pulling force and deformation were given.Through analyzing of engineering example,it indicated that theoretical calculation was in good agreement with field meas...
Keywords:foundation settlement  underground flexible duct displacement  funiculus equation  elastic foundation  
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