REFLECT ON THE SEISMIC PROPERTY OF THE R.C. FRAME WITH INFILL WALLS DURING WENCHUAN EARTHQUAKE

Wang Xuan; Li Bixiong; Wang Zhe; Xue Yongliang

doi:10.13204/j.gyjz200901005

Volume 39 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(1): 25-29

Wang Xuan, Li Bixiong, Wang Zhe, Xue Yongliang. REFLECT ON THE SEISMIC PROPERTY OF THE R.C. FRAME WITH INFILL WALLS DURING WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 25-29. doi: 10.13204/j.gyjz200901005

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Wang Xuan, Li Bixiong, Wang Zhe, Xue Yongliang. REFLECT ON THE SEISMIC PROPERTY OF THE R.C. FRAME WITH INFILL WALLS DURING WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 25-29. doi: 10.13204/j.gyjz200901005

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REFLECT ON THE SEISMIC PROPERTY OF THE R.C. FRAME WITH INFILL WALLS DURING WENCHUAN EARTHQUAKE

doi: 10.13204/j.gyjz200901005

1.
1. College of Architecture and Environment,Sichuan University,Chengdu 610065,China;
2.
2. Ertan Hydropower Development Company,Ltd Sichuan,Chengdu 610065,China

Received Date: 2008-10-15
Publish Date: 2009-01-20

Abstract

Abstract

The RC frame with infill walls constructed with hollow shale tiles and solid clay bricks which are used to divided into the room is a complicated composite structure. Research shows that the infill walls have great effect on the capacity, stiffness, deformation behavior of frames and the dynamic property of the building. However, the seismic code of buildings in China has not clearly indicated the relation between RC frame and infill walls in quantifying way . A lot of RC frames with infill walls were attacked by Wenchuan Earthquake, so damage styles of the RC frames with infill walls varied greatly , which enrich the knowledge about the seismic property of the infilled frames. In the paper, the failure mode of The RC frame with infill walls was introduced. Meanwhile, the failure mechanism of infilled frame was analyzed. Some conclusions and suggestions were put forward in this paper.
- RC frame with infill walls,
- seismic property,
- weak and soft story,
- short column

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References(7)

References

GB 50011-2001 建筑抗震设计规范[S].

[2] JGJP3-2002 高层建筑混凝土结构技术规程[S].

[3] 史庆轩, 童岳生, 钱国芳. 砖填充墙钢筋混凝土框架的地震反应分析[J]. 西安建筑科技大学学报, 1996, 28(4) : 423-4271

[4] Li Bixiong,Wang zhe, Mosalam,K M, et al. Wenchuan earthquake field reconnaissance on reinforced concrete framed buildings with and without masonry infill walls.Proceedings of the 14th World Conference on Earthquake Engineering (14WCEE), October 12-17, Being, China, Paper No. 2008, S31-0351

[5] 黄靓, 施楚贤, 吕伟荣. 对框架填充墙结构抗震设计的思考[ J] 建筑结构, 2005, 35(8): 27-291

[6] 苗凤. 填充墙对钢筋混凝土框架结构动力性能的影响[D].: [硕士学位论文] 长沙: 湖南大学, 20061

[7] 李常青. 填充墙框架结构力学模型修正研究[D].: [硕士学位论文] 长沙: 湖南大学, 20041

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