| 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 |
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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 |
| Random internal force analysis of prestressed steel truss with random cable stiffness on perturbation method |
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| DOI：10.7511/jslx19982027 |
| 中文关键词: 预应力钢桁架 随机拉索刚度 摄动分析 随机内力 |
| 英文关键词:prestressed steel truss,random cable stiffness,perturbation methods,random internal forces |
| 基金项目:国家自然科学基金 |
| 王新堂 梅占馨 |
青岛建筑工程学院(王新堂)
，西安建筑科技大学(梅占馨)
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| 摘要点击次数: 1506 |
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| 中文摘要: |
| 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。 |
| 英文摘要: |
| 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. |
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