EXPERIMENTAL STUDY ON FORCE TRANSMISSION PROPERTIES OF THE HORIZONTAL AND VERTICAL CONNECTIONS OF SUPERIMPOSED WALL PANELS

Wang Riguang; Shen Xiaopu; Zhang Weilin; Ma Wei

doi:10.13204/j.gyjz201204011

Volume 42 Issue 4

Dec. 2014

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Wang Riguang, Shen Xiaopu, Zhang Weilin, Ma Wei. EXPERIMENTAL STUDY ON FORCE TRANSMISSION PROPERTIES OF THE HORIZONTAL AND VERTICAL CONNECTIONS OF SUPERIMPOSED WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 51-55. doi: 10.13204/j.gyjz201204011

Citation:

Wang Riguang, Shen Xiaopu, Zhang Weilin, Ma Wei. EXPERIMENTAL STUDY ON FORCE TRANSMISSION PROPERTIES OF THE HORIZONTAL AND VERTICAL CONNECTIONS OF SUPERIMPOSED WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 51-55. doi: 10.13204/j.gyjz201204011

Citation:

Wang Riguang, Shen Xiaopu, Zhang Weilin, Ma Wei. EXPERIMENTAL STUDY ON FORCE TRANSMISSION PROPERTIES OF THE HORIZONTAL AND VERTICAL CONNECTIONS OF SUPERIMPOSED WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 51-55. doi: 10.13204/j.gyjz201204011

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EXPERIMENTAL STUDY ON FORCE TRANSMISSION PROPERTIES OF THE HORIZONTAL AND VERTICAL CONNECTIONS OF SUPERIMPOSED WALL PANELS

doi: 10.13204/j.gyjz201204011

1.
1. College of Mechanical and Electrical Engineering,Anhui Institute of Architecture &Industry,Hefei 230022,China;
2.
2. College of Civil Engineering,Anhui Institute of Architecture &Industry,Hefei 230022,China

Received Date: 2011-09-28
Publish Date: 2012-04-20

Abstract

Abstract

In view of the horizontal and vertical connections of a new concrete superimposed wall panel,the bearing capacity and the deformation performance of the wall panel may be affected since the area of effective section at the connections is smaller than the wall panel. Cyclic loading tests for two superimposed wall panels which have the horizontal connections with dowel bar and the vertical connections with embedded column and horizontal bars are carried out respectively. The characteristics of failure,ductility,stiffness and energy dissipation are analyzed for each panel,and the comparisons with conventional reinforced concrete wall panel are also presented. The results show that the influence of the horizontal and vertical connections on the bearing capacity is small,but the horizontal connections may reduce the overall deformation performance.
- superimposed wall panels,
- connection construction,
- transmission force property,
- deformation

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References(8)

References

[2] 沈小璞，马巍，陈信堂，等. 叠合混凝土墙板竖向拼缝连接抗震性能试验研究[J]. 合肥工业大学学报:自然科学版，2010，33 (9): 1366-1371.

连星，叶献国，蒋庆，等. 一种新型绿色住宅体系-叠合板式剪力墙体系[J]. 工业建筑，2010，40 (6): 72-84.

[3] GB 500102002 混凝土结构设计规范[S].

[4] JGJ 32002 高层建筑混凝土结构技术规程[S].

[5] JGJ 1011996 建筑抗震试验方法规程[S].

[6] 过镇海，时旭东. 钢筋混凝土原理和分析[M]. 北京:清华大学出版社，2003:334-352.

[7] 黄选明，曹万林，吕西林. 不同型式暗支撑短肢剪力墙抗震性能试验研究[J]. 地震工程与工程震动，2005，25(3):60-66.

[8] Shedid M T，Drysdale R G，EI-Dakhakhni W W. Behavior ofFully Grouted Reinforced Concrete Masonry Shear Walls Failing in Flexure: Experimental Results [J]. Journal of Structural Engineering，ASCE，2008(10): 1754-1767.

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