钢筋混凝土梁残留抗剪系数的取值

葛俊颖,彭兴山,黄宏杰

JOURNAL OF SHIJIAZHUANG RAILWAY INSTITUTE(2001)

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Abstract
用分布裂缝模型计算钢筋混凝土结构时,因为影响残留抗剪系数的因素较多,其取值比较困难.本文给出了一种简单实用的计算方法,以供计算时参考.
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