EXPERIMENT ON SEISMIC PERFORMANCE CONTRAST OF MULTI-RIBBED WALL STRUCTURE AND HOLLOW BRICK MASONRY STRUCTURE

Yao Qianfeng; Ding Yonggang

doi:10.13204/j.gyjz200702009

Volume 37 Issue 2

Dec. 2014

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Yao Qianfeng, Ding Yonggang. EXPERIMENT ON SEISMIC PERFORMANCE CONTRAST OF MULTI-RIBBED WALL STRUCTURE AND HOLLOW BRICK MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 37-40,69. doi: 10.13204/j.gyjz200702009

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Yao Qianfeng, Ding Yonggang. EXPERIMENT ON SEISMIC PERFORMANCE CONTRAST OF MULTI-RIBBED WALL STRUCTURE AND HOLLOW BRICK MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 37-40,69. doi: 10.13204/j.gyjz200702009

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EXPERIMENT ON SEISMIC PERFORMANCE CONTRAST OF MULTI-RIBBED WALL STRUCTURE AND HOLLOW BRICK MASONRY STRUCTURE

doi: 10.13204/j.gyjz200702009

Yao Qianfeng¹,
Ding Yonggang²

1.
1 School of Civil Engineering and Architecture,Beijing Jiaotong University Beijing 100044;
2.
2 School of Civil Engineering and Architecture,Henan University of Technology Zhengzhou 450052

Received Date: 2005-12-23
Publish Date: 2007-02-20

Abstract

Abstract

The experiments of a multi-ribbed wall building model and a hollow brick masonry building model with the same architectural layout are introduced. According to the experimental results, the seismic performances of the two kinds of structures are analyzed through contrast. The study shows that multi-ribbed wall structure is better than masonry structure in the capacity of bearing, deformation, and energy dissipation, so multi-ribbed wall structure is a new type of seismic structure.
- multi-ribbedwall structure,
- hollow brick masonry structure,
- seismic performance,
- experimental study

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References(8)

References

《小康住宅建筑结构体系成套技术指南》编写组. 小康住宅建筑结构体系成套技术指南[M].北京:中国建筑工业出版社,2001.484-511.

姚谦峰,陈平,张荫. 密肋壁板轻框结构节能住宅体系研究[J].工业建筑,2003,(01):1-5.

刘恒喜. 格构式轻型墙板抗震性能研究[D].西安:西安建筑科技大学,1995.

周铁钢. 多层密肋壁板结构受力性能分析及实用设计方法研究[D].西安:西安建筑科技大学,2003.

易文宗,史庆轩,李建. 六层大开间多孔砖组合砌体房屋试验的变形和刚度分析[J].建筑结构,1993,(05):3-10.

易文宗,史庆轩,李建. 六层大开间组合砌体房屋试验的抗震承载力分析[J].建筑结构,1993,(11):3-9.

姚谦峰,陈平. 土木工程结构试验[M].北京:中国建筑工业出版社,2001.219-221.

GB 50011-2001.建筑抗震设计规范[S].

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