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Abstract:
本文采用协调桁架模型与钢筋砼受剪单元的修改受压屈服理论,推导了钢筋砼梁、框架柱及偏心受拉构件的抗剪承载力统一理论计算式.该式由三部分组成,即箍筋的抗剪、剪压区砼的抗剪和砼拉应力作用的抗剪.计算式与57个试件的实测值对比,表明具有较高精度.
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Source :
浙江大学学报(自然科学版)
Year: 1998
Issue: 05
Page: 125-132
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
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30 Days PV: 3
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