热输油管线液化砂土中上浮反应研究
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摘要
利用虚功原理,利用弹性地基梁模拟地下管线建立分析模型,采用非线性有限元法对热输油管线液化砂土中上浮反应进行了研究,并考虑了管线的轴力、管线的直径、液化区的长度、土弹簧的非线性等影响。
In this paper,the formulae are deduced for the floatation response of heated pipelines laying in liquefied soil on the basis of virtual work principle.A beam model of elastic foundation beam is set up,and a computer program based on finite element method has been developed.This research is to study the effects of several important parameters including the axial force of pipeline,the diameter of pipeline,the length of liquefied zone,and the nonlinear soil constraint.
引文
[1]胡聿贤.地震工程[M].北京:地震出版社,1990.
    [2]侯忠良,甘文水.加热输油管线地震反应分析[J].工业建筑,1990,(1):23-27.
    [3]林均岐,熊建国.液化场地土中埋设管线的上浮反应分析[J].地震工程与工程振动,2000,20(2):97-100.
    [4]林均岐,李祚华.场地土液化引起的地下管线上浮反应研究[J].地震工程与工程振动,2004,24(3):120-123.
    [5]N Nishio.Dynamic strain in buried pipelines due to soil liquefaction[J].Earthquake Behavior,PVP-Vol.162:83-89.
    [6]侯忠良.地下管线抗震[M].北京:学术出版社,1990.

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