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。
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.
出处
《福建建筑》
2004年第5期79-81,共3页
Fujian Architecture & Construction
关键词
短肢剪力墙
延性
抗震性能
配筋设计建议
short pier shear wall
ductility
aseismic performance
suggestions about reinforcement mode.
