EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF FRICTION DAMPING SHEAR WALLS

Zong Lan; Sui Chengquan

doi:10.13204/j.gyjz200412011

Volume 34 Issue 12

Dec. 2014

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Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019

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Zong Lan, Sui Chengquan. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF FRICTION DAMPING SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 42-44,47. doi: 10.13204/j.gyjz200412011

Citation:

Zong Lan, Sui Chengquan. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF FRICTION DAMPING SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 42-44,47. doi: 10.13204/j.gyjz200412011

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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF FRICTION DAMPING SHEAR WALLS

doi: 10.13204/j.gyjz200412011

Zong Lan¹,
Sui Chengquan²

1.
1. Nanjing Engineering College Nanjing 211100;
2.
2. Beijing Tianping Real Estate Company Beijing 100039

Received Date: 2004-07-02
Publish Date: 2004-12-20

Abstract

Abstract

A new type of aseismic structural systemfrict ion damping shear wall is proposed. It is studied that the failure mechanism and mode of the friction damping shear wall under repeated loadings through tests o f three shear walls. The ductility and energy disspation are compared among a mo nolithic shear wall, a slit shear wall and a shear wall with slit and damper. Th e results show that the ductility, energy disspation and dynamic response of the friction damping shear wall are much better than those of other types of shear walls, by which the damage to a structure under earthquake can be decreased.
- friction damper,
- slit shear wall,
- ductility,
- coefficient of energy dissipation

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References(5)

References

丁大钧.现代混凝土结构.北京:中国建筑工业出版社,2003

[2] GB 50010-2002 混凝土结构设计规范

[3] 郭继武.建筑抗震设计.北京:中国建筑工业出版社,2003

[4] 李爱群,曹征良.带摩阻装置钢筋混凝土的剪力墙极限承载力分析.东南大学学报,1994(5)

[5] 敖清.带竖缝陶粒有边框剪力墙抗震性能的试验研究:[硕士学位论文].天津:天津大学,1992

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