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

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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

Citation:

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