[1]夏晓东,丁大钧,程文瀼,等.钢筋混凝土带边框低剪力墙抗剪性能分析[J].东南大学学报(自然科学版),1992,22(2):80-85.[doi:10.3969/j.issn.1001-0505.1992.02.013]
 Xia Xiaodong,Ding Dajun,Cheng Wenrang,et al.Shearing Behavior Analysis of RC Low-Rise Shearwalls with Boundary Elements[J].Journal of Southeast University (Natural Science Edition),1992,22(2):80-85.[doi:10.3969/j.issn.1001-0505.1992.02.013]
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钢筋混凝土带边框低剪力墙抗剪性能分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
22
期数:
1992年第2期
页码:
80-85
栏目:
土木工程
出版日期:
1992-03-20

文章信息/Info

Title:
Shearing Behavior Analysis of RC Low-Rise Shearwalls with Boundary Elements
作者:
夏晓东丁大钧程文瀼蓝宗建
东南大学土木工程系; 东南大学土木工程系
Author(s):
Xia Xiaodong Ding Dajun Cheng Wenrang Lan Zongjian
Department of Civil Engineering
关键词:
钢筋混凝土 剪切 剪力墙 剪切强度
分类号:
TU973.16
DOI:
10.3969/j.issn.1001-0505.1992.02.013
摘要:
本文就如何应用软化桁架理论研究带边框低剪力墙的抗剪性能进行了较详细的分析,推荐了一种与试验结果符合较好的计算方法。另外,文中给出了适合于工程设计使用的带边框低剪力墙最大抗剪承载能力计算公式。

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备注/Memo

备注/Memo:
高等学校博士学科点专项科研基金
更新日期/Last Update: 2013-04-20