EXPERIMENTAL RESEARCH ON THE RESISTANCE TO LATERAL FORCE OF A NEW-STYLE BLOCK MASONRY WALLS WITH CONSTRUCTIONAL COLUMNS

Gong Jin; Zhou Luming

doi:10.13204/j.gyjz201104007

Volume 41 Issue 4

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 30-33,49

Gong Jin, Zhou Luming. EXPERIMENTAL RESEARCH ON THE RESISTANCE TO LATERAL FORCE OF A NEW-STYLE BLOCK MASONRY WALLS WITH CONSTRUCTIONAL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 30-33,49. doi: 10.13204/j.gyjz201104007

Citation:

Gong Jin, Zhou Luming. EXPERIMENTAL RESEARCH ON THE RESISTANCE TO LATERAL FORCE OF A NEW-STYLE BLOCK MASONRY WALLS WITH CONSTRUCTIONAL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 30-33,49. doi: 10.13204/j.gyjz201104007

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EXPERIMENTAL RESEARCH ON THE RESISTANCE TO LATERAL FORCE OF A NEW-STYLE BLOCK MASONRY WALLS WITH CONSTRUCTIONAL COLUMNS

doi: 10.13204/j.gyjz201104007

1.
Architectural Design &Research Institute of(Group)Co.Ltd,Tongji University Shanghai 200092,China

Received Date: 2010-10-30
Publish Date: 2011-04-20

Abstract

Abstract

The previous research indicates that by inserting a concrete bolt in the hole can chain the upper block with lower block ，the shear strength of the small hollow concrete block masonry can be increased effectively and seismic performance improved. This is a new type of masonry structure. Four small-sized hollow concrete block masonry walls with constructional columns were tested under different vertical loads. The mechanical behaviors were described. The ductility and energy dissipation capacity were analyzed. The shear strength formula of the new-styles block masonry walls was proposed. The experiment shows the seismic performance of new-style block masonry walls is better than the common ones. The research indicates the new-style masonry structure can strengthen the seismic performance of masonry buildings effectively，which can be used in practical engineerings.
- small-sized hollow concrete block,
- seismic performance,
- concrete bolt,
- constructional columns

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References(5)

References

[2] 龚进,周鲁敏.带芯柱的新型砌体结构抗震墙的抗侧力试验研究[J].建筑技术,2010(5):446－450.

龚进,周鲁敏.一种新型混凝土砌体结构的抗剪试验研究[J].四川建筑科学研究,2010(2):15－19.

[3] 杨建江,高永孚.带构造柱加圈梁小型混凝土砌块砌体抗剪强度分析[J].建筑结构学报,1998(3):24－28.

[4] 程才渊,朱伯龙.有构造柱灰砂砖墙体的抗震性能研究[J].四川建筑科学研究,1989(4):41－45.

[5] GB500032001砌体结构设计规范[S]

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