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。
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...
通过两端简支巨型钢柱在双向水平往复荷载下的伪静力试验，研究了其空间滞回特性和模拟方法，为将巨型钢柱折算为等效单一柱提供了试验依据。
Pseudo-static test of simply supported MSC subjected to cyclical loads in tow horizontal directions has been carried out. The spatial hysteresis characteristic of MSC and its simulation …
通过两端简支巨型钢柱在双向水平往复荷载下的伪静力试验，研究了其空间滞回特性和模拟方法，为将巨型钢柱折算为等效单一柱提供了试验依据。
Pseudo-static test of simply supported MSC subjected to cyclical loads in tow horizontal directions has been carried out. The spatial hysteresis characteristic of MSC and its simulation …
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