[1]李爱群,曹征良,丁大钧.带摩阻装置钢筋砼低剪力墙极限承载力分析[J].东南大学学报(自然科学版),1994,24(3):70-74.[doi:10.3969/j.issn.1001-0505.1994.03.012]
 Li Aiqun,Cao Zhengliang,et al.Analysis of Ultimate Carrying Capacity Concrete LoW-Rise Shear Walls With Control Devices[J].Journal of Southeast University (Natural Science Edition),1994,24(3):70-74.[doi:10.3969/j.issn.1001-0505.1994.03.012]
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带摩阻装置钢筋砼低剪力墙极限承载力分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
24
期数:
1994年第3期
页码:
70-74
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Analysis of Ultimate Carrying Capacity Concrete LoW-Rise Shear Walls With Control Devices
作者:
李爱群曹征良丁大钧
东南大学土木工程系
Author(s):
Li Aiqun; Cao Zhengliang; Ding Dajun
Department of Civil Engineering,Southeast University,Nanjing 210018
关键词:
控制装置 钢筋混凝土 低剪力墙 极限承载力
分类号:
TU398.202
DOI:
10.3969/j.issn.1001-0505.1994.03.012
摘要:
本文以带摩阻控制装置钢筋混凝土新型低剪力墙的试验研究为基础,从基本假定出发,通过边框、墙板及其控制力的受力分析,建立了这类新型低剪力墙极限承载力的计算公式.实例的计算值与实测值符合较好.

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更新日期/Last Update: 2013-04-19