EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND SEISMIC PROPERTIES OF SANDWICH MASONRY CONSTITUTED BY DIFFERENT GRADES OF INTERNAL & EXTERNAL WALLS

Shang Jianli; Chao Qianggang

doi:10.13204/j.gyjz201103015

Volume 41 Issue 3

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(3): 76-80

Shang Jianli, Chao Qianggang. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND SEISMIC PROPERTIES OF SANDWICH MASONRY CONSTITUTED BY DIFFERENT GRADES OF INTERNAL & EXTERNAL WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 76-80. doi: 10.13204/j.gyjz201103015

Citation:

Shang Jianli, Chao Qianggang. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND SEISMIC PROPERTIES OF SANDWICH MASONRY CONSTITUTED BY DIFFERENT GRADES OF INTERNAL & EXTERNAL WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 76-80. doi: 10.13204/j.gyjz201103015

Citation:

Shang Jianli, Chao Qianggang. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND SEISMIC PROPERTIES OF SANDWICH MASONRY CONSTITUTED BY DIFFERENT GRADES OF INTERNAL & EXTERNAL WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 76-80. doi: 10.13204/j.gyjz201103015

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EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND SEISMIC PROPERTIES OF SANDWICH MASONRY CONSTITUTED BY DIFFERENT GRADES OF INTERNAL & EXTERNAL WALLS

doi: 10.13204/j.gyjz201103015

1.
School of Material Science and Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2010-07-25
Publish Date: 2011-03-20

Abstract

Abstract

The compression experiments of 12 masonry specimens with 4 different grades of mortar strength were made,it was analyzed its failure behaviors,deformation and other characters.The results show that cracking load and failure load have certain regularities,there is an obvious relationship between the compression strength and mortar.A proposed formula of compression strength is given for the sandwich masonry through data regression analysis.By the experimental investigation of 2 sandwich walls under low cyclic lodging,the failure features and basic seismic behavior such as deformation behavior,strength,ductility relations of this kind of walls have been analyzed.And studies show that this walls seismic behavior is excellent.
- stretching reinforcing steel,
- compression strength,
- seismic behavior

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References(4)

References

[2] GB J12990砌体基本力学性能试验方法标准[S].

郝彤,张兴昌,刘立新.混凝土多孔砖砌体受压性能试验研究[J].新型建筑材料,2007(7):21－23.

[3] GB500032001砌体结构设计规范[S].

[4] 张景玮,李宏男,张曰果.低周反复荷载作用下空心砖夹心墙体试验[J].沈阳建筑工程学院学报:自然科学版,2002(1):5－8.

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