Research on the calculation method for the deformation capacity of RC shear walls with a flange

被引：0
|
作者：
Wang, Bin [1 ,2 ,3 ]
Shi, Qing-Xuan [1 ,2 ,3 ]
Cai, Wen-Zhe [2 ]
Peng, Yi-Gong [2 ]
Li, Han [2 ]
机构：
[1] State Key Laboratory of Green Building in Western China, Xi'an University of Architecture & Technology, Xi'an,710055, China
[2] School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an,710055, China
[3] Key Laboratory of Structural Engineering and Seismic Resistance Education, Xi'an University of Architecture & Technology, Xi'an,710055, China
来源：
Gongcheng Lixue/Engineering Mechanics | 2020年 / 37卷 / 03期
关键词：
Concrete testing - Shear deformation - Shear strain - Shear walls;
D O I：
10.6052/j.issn.1000-4750.2019.04.0219
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：167 / 175
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