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This method has been used to calculate a triangular cross-section latticed column model with both ends hinged and subjected to eccentric load. The theoretical...
用本文的方法对两端铰支、三角形截面偏心受压缀条柱的试验模型进行了计算，理论计算与试验结果比较符合。
Finite elastic deformation analysis of a four column supported prestressed latticed shallow shell roof shows that the bolts have influence upon the computed results more significantly.
一个四柱支承大跨度预应力浅网壳结构的有限弹性变形分析表明，锚栓对计算结果影响较大。
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