In this paper, mechanical analysis of over lap section of yieldable steel ribs is made.It describes how to deal with the overlap sections in calculation of internal forces in the support.
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释义
本文根据地下结构的特点,着重对可缩性金属支架的搭接段进行力学分析,并提出了在支架内力计算中搭接段的处理方法;
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