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短肢剪力墙配筋方式设计探讨
引用本文:廖文彬. 短肢剪力墙配筋方式设计探讨[J]. 福建建筑, 2004, 0(5): 79-81
作者姓名:廖文彬
作者单位:福建省建筑设计研究院厦门分院 361009
摘    要:本文从短肢剪力墙受力特点分析,从提高短肢剪力墙延性及抗震性能出发,对短肢剪力墙配筋方式提出建议,并对在应用《高规》中产生的一些问题提出个人看法。

关 键 词:短肢剪力墙  延性  抗震性能  配筋设计建议

Discussion on Design of Reinforcement Mode of Short Pier Shear Wall
Liao Wenbin. Discussion on Design of Reinforcement Mode of Short Pier Shear Wall[J]. Fujian Architecture & Construction, 2004, 0(5): 79-81
Authors:Liao Wenbin
Affiliation:Xiamen Branch of Fujian Architectural Design and Research Institute
Abstract:This paper analyzes the characteristics of short pier shear wall. Some suggestions about reinforcement mode are given in order to improve the ductility and aseismic performance of short pier shear wall. Finally, some personal opinions about problems occur in the application of Technical specification for concrete structures of tall building (JGJ 3-2002) are put forward.
Keywords:short pier shear wall  ductility  aseismic performance  suggestions about reinforcement mode.
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