COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST

Liu Jianwei; Li Yingmin; Yang Zhihong; Xia Hongliu; Shan Liang

doi:10.13204/j.gyjz200902014

Volume 39 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(2): 88-93

Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014

Citation:

Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014

Citation:

Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014

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COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST

doi: 10.13204/j.gyjz200902014

1.
1. College of Civil Engineering,Chongqing University,Chongqing 400045,China;
2.
2. Nan'an District Construction Committee,Chongqing 400060,China;
3.
3. OveArup &Partners Shenzhen Office,Shenzhen 518001,China

Received Date: 2008-04-16
Publish Date: 2009-02-20

Abstract

Abstract

In order to know the difference between seismic resistant performance of reinforced concrete beam-column sandwich joints and traditional joints, six specimens of 3 sets, including interior joints, exterior joints and edge joints were tested and compared. Integrated results and behaviors consisting of load resistant capacity, ductility, energy dissipation capacity, beam bar anchorage were investigated. The comparison study showes the aseismic performance of the sandwich joints is not as good as that of traditional joints. But it is feasible to put sandwich joints in practice.
- frame joints,
- aseismic performance,
- failure mode,
- shear capacity,
- beam bar anchorage

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References(6)

References

.GB 50010-2002 混凝土结构设计规范[S].

[2] .单亮. 采用梁板混凝土施工的框架节点抗震性能试验研究与分析[D]. 重庆: 重庆大学, 2004.

[3] .Li Yingmin, Zheng Nina, Ji Shuyan, et al. Experiment al Research of Seismic Performance of RC Frame Joints Poured with Beams'Concrete [C]//6th Internat ional Concrete on Tall Buildings. Hong Kong: 2004.

[4] .李英民, 刘建伟. 高剪压比作用下钢筋混凝土框架夹心节点抗震性能试验研究[J]. 重庆建筑大学学报, 2007, 29(4): 44-48.

[5] .傅剑平, 钢筋混凝土框架节点抗震性能与设计方法研究[D]. 重庆: 重庆大学, 2002.

[6] .Bianchini Albert C, Woods Robert E, Kesler Clyde E. Effect of Floor Concrete Strength on Column Strength [J]. Journal of the American Concrete Institute, 1960, 31(11): 1149-1169.

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