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具有随机拉索刚度的预应力钢桁架随机内力摄动分析
引用本文:王新堂,梅占馨.具有随机拉索刚度的预应力钢桁架随机内力摄动分析[J].计算力学学报,1998,15(2):180-185.
作者姓名:王新堂  梅占馨
作者单位:青岛建筑工程学院(王新堂),西安建筑科技大学(梅占馨)
摘    要:本文在建立拉索式预应力钢桁架基本计算理论的基础上,考虑到拉索刚度的随机性,推导了拉索式平面预应力钢桁架随机内力摄动分析的一般公式及敏度分析式,并给出了算例。为进一步进行预应力钢桁架可靠性分析奠定了基础。

关 键 词:预应力钢桁架  随机拉索刚度  摄动分析  随机内力

Random internal force analysis of prestressed steel truss with random cable stiffness on perturbation method
Wang Xintang.Random internal force analysis of prestressed steel truss with random cable stiffness on perturbation method[J].Chinese Journal of Computational Mechanics,1998,15(2):180-185.
Authors:Wang Xintang
Abstract:On the basis of establishing the fundamental computational theory of the cable prestressed steel trusses, the general formulationes of the random internal force analysis and sensitivity analysis of the plane prestressed steel trusses are presented in consideration of randomness of the cable stiffness based on the perturbation methods, and also some computational examples are put forward. The results can be used as the basis of reliability analysis of the prestressed steel trusses.
Keywords:prestressed steel truss  random cable stiffness  perturbation methods  random internal forces
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