Column sections of a reinforced concrete zigzag bent frame structure are designed inadequate so that the bearing capacity and deformation can not be satisfied.
分析了某钢筋混凝土锯齿形排架结构设计中柱子截面取值偏小导致结构不满足承载力及变形要求的原因。
Column sections of a reinforced concrete zigzag bent frame structure are designed inadequate so that the bearing capacity and deformation can not be satisfied. The reason is analysed.
分析了某钢筋混凝土锯齿形排架结构设计中柱子截面取值偏小导致结构不满足承载力及变形要求的原因。
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