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author:

郑建岚 (郑建岚.) [1] | 钱在兹 (钱在兹.) [2] | 郑作樵 (郑作樵.) [3]

Indexed by:

PKU CSCD

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.

Keyword:

偏心受拉构件 抗剪承载力 框架柱 统一理论解

Community:

  • [ 1 ] 浙江大学土木系
  • [ 2 ] 福州大学土建系

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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:

Chinese Cited Count:

30 Days PV: 3

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