This method has been used to calculate a triangular cross-section latticedcolumn 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。
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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.