EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF FRAME SIDE JOINTS IN STEEL HIGH- STRENGTH REINFORCED CONCRETE WITH DOG- BONE CONNECTIONS

Huang Yingsheng; Tang Changhui; Zhang Shimin

doi:10.13204/j.gyjz2011205027

Volume 42 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(5): 139-145

Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001

Citation:

Huang Yingsheng, Tang Changhui, Zhang Shimin. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF FRAME SIDE JOINTS IN STEEL HIGH- STRENGTH REINFORCED CONCRETE WITH DOG- BONE CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 139-145. doi: 10.13204/j.gyjz2011205027

Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001

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EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF FRAME SIDE JOINTS IN STEEL HIGH- STRENGTH REINFORCED CONCRETE WITH DOG- BONE CONNECTIONS

doi: 10.13204/j.gyjz2011205027

1.
1. Department of Civil Engineering,Zhejiang University City College,Hangzhou 310015,China;
2.
2. College of Civil Engineering,Hunan University,Changsha 410082,China

Received Date: 2011-06-21
Publish Date: 2012-05-20

Abstract

Abstract

The seismic behavior of frame side joints of the steel high-strength reinforced concrete with dog-bone type weakening has been investigated based on the experiment and analysis of nine joint specimens,under cyclic loading. The test results show that well designed HSRC frame joint with dog-bone type weakening has good displacement ductility and hysteretic behavior.The joint,whose axial compression ratio is small,hysteretic curve is full and skeleton curve is gentle,has a better ductility and energy dissipation.In condition of the same or close axial compression ratio,the seismic performance,including the ductility and energy dissipation capacity of the joint with dog-bone type weakening is clearly superior to that of the ordinary joint,and the displacement ductile coefficient is increased by 10% to 25%. When the dog-bone type weakening is taken on the flanges of the steel at the beam end near the joint,the plastic hinge of the beam may be transferred from the root of beam end to the weakened position, thus the seismic behavior of the joints may be improved effectively and the ductile design can be realized．
- steel high-strength reinforced concrete (HSRC),
- frame side joints,
- joint core area,
- dog-bone type weakening,
- experimental study,
- seismic behavior

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References(10)

References

[2] 王连广，贾连光，张海霞. 钢骨高强混凝土边节点抗震性能试验研究[J]. 工程力学，2005，22(1): 182-186.

张誉，李向民，李辉，等. 钢骨高强混凝土梁柱十字节点抗剪性能的研究[J]. 建筑结构，1999(7): 6-9.

[3] 郑山锁，曾磊，吕营，等. 型钢高强高性能混凝土框架节点抗震性能试验研究[J]. 建筑结构学报，2008，29 (3): 128-136.

[4] 吴芸，吴华英，张溶，等. 狗骨式刚性连接钢框架结构抗震性能试验研究[J]. 武汉理工大学学报，2003，25(5): 38-40.

[5] 茹继平，杨娜，杨庆山. 翼缘削弱型钢框架梁柱节点的性能研究综述[J]. 工程力学，2004，21(1): 61-66.

[6] 李忠献，张雪松，丁阳. 装配整体式型钢混凝土框架节点抗震性能研究[J]. 建筑结构学报，2005，26(4): 32-38.

[7] FEMA-355D. Post-Northridge Welded Flange Connections[S]. 2000.

[8] 赵鸿铁. 钢与混凝土组合结构 [M]. 北京:科学出版社，2001:161-176.

[9] 薛建阳，刘义，赵鸿铁，等. 型钢混凝土异形柱框架节点抗震性能试验研究[J]. 建筑结构学报，2009，30 (4): 69-77.

[10] 中国建筑科学研究院. 混凝土结构研究报告集 3 [M]. 北京: 中国建筑工业出版社，1994:452-537.

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