Study on a new shear wall system with shaking table test and finite element analysis

被引：0
|
作者：
Lu, Xilin [1 ]
Wu, Xiaohan [1 ]
机构：
[1] Research Institute of Engineering Structures, Tongji University, 1239 Siping Road, Shanghai 200092, China
来源：
Earthquake Engineering and Structural Dynamics | 2000年 / 29卷 / 10期
关键词：
Concrete beams and girders - Finite element method - Reinforced concrete - Seismology - Structural analysis;
D O I：
10.1002/1096-9845(200010)29:103.0.CO;2-A
中图分类号：
学科分类号：
摘要：
A new seismic energy dissipation shear wall structure is proposed in this paper. The new shear wall is one with purposely built-in vertical slits within the wall panel, and rubber belts as seismic energy dissipation devices are installed in the vertical slits. In order to verify this concept, shaking table tests of a 10-storey shear wall model with rubber belts filled in the vertical slits were carried out, and comparison of seismic behaviour was made between the new shear wall system and a shear wall with reinforced concrete connecting beams as energy dissipation. Furthermore, the seismic behaviour of this new shear wall is analysed by a finite element time history analysis method. The test and analysis show that the new shear wall system has a very good ability to dissipate seismic energy and is easy to use in engineering practice.
引用
收藏
页码：1425 / 1440
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