EXPERIMENTAL INVESTIGATION ON CYCLIC PERFORMANCE OF CFST COLUMN-RC BEAM JOINTS ENCLOSED BY REBARS

Qu Hui; Tao Zhong

doi:10.13204/j.gyjz200611007

Volume 36 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(11): 27-31,22

Qu Hui, Tao Zhong, . EXPERIMENTAL INVESTIGATION ON CYCLIC PERFORMANCE OF CFST COLUMN-RC BEAM JOINTS ENCLOSED BY REBARS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 27-31,22. doi: 10.13204/j.gyjz200611007

Citation:

Qu Hui, Tao Zhong, . EXPERIMENTAL INVESTIGATION ON CYCLIC PERFORMANCE OF CFST COLUMN-RC BEAM JOINTS ENCLOSED BY REBARS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 27-31,22. doi: 10.13204/j.gyjz200611007

Citation:

PDF( 0 KB)

EXPERIMENTAL INVESTIGATION ON CYCLIC PERFORMANCE OF CFST COLUMN-RC BEAM JOINTS ENCLOSED BY REBARS

doi: 10.13204/j.gyjz200611007

Qu Hui¹,
Tao Zhong¹,

1.
1 College of Civil Engineering,Fuzhou University Fuzhou 350002;
2.
2 Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-06-25
Publish Date: 2006-11-20

Abstract

Abstract

Tests on eight concrete filled steel tubular(CFST) column-reinforced concrete (RC) beam joints enclosed by rebars under reversed loading were carried out.The failure patterns,hysteretic characteristics,shear transformation,rebar and steel bracket deformations,ductility and energy dissipation under different axial load levels for joints with circular or square columns are discussed in details.The results indicated that all the joints failed in shear failure pattern.Generally,the hysteretic curves for joints with circular columns were plumper than those with square columns,and the seismic performance of all joints can satisfy current Chinese seismic code requirements.
- concrete filled steel tube,
- RC beam,
- joint enclosed by rebars,
- low-cycle reversed loading,
- seismic performance

FullText(HTML)

References(15)

References

韩林海.钢管混凝土结构.北京:科学出版社,2000

[2] 钟善桐.高层钢管混凝土结构.哈尔滨:黑龙江科学技术出版社,1999

[3] 方小丹,李少云,钱稼茹,等.钢管混凝土柱-环梁节点抗震性能的试验研究.建筑结构学报,2002(6):10-18

[4] 陈洪涛,吴时适,肖永福,等.钢管混凝土框架钢筋贯通式刚性节点的实验研究.哈尔滨建筑大学学报,1999(2):21-25

[5] DBJ 13-51-2003 钢管混凝土结构技术规程

[6] 吕西林,李学平.方钢管混凝土柱外置式环梁节点的试验及设计方法研究.建筑结构学报,2003(1):7-13

[7] 霍静思.火灾作用后钢管混凝土柱-钢梁节点力学性能研究:[博士学位论文].福州:福州大学,2005

[8] ATC-24.Guidelines for Cyclic Seismic Testing of Components of Steel Structures.Redwood City (CA):Applied Technology Council,1992

[9] GB 50010-2002 混凝土结构设计规范

[10] 傅剑平,白绍良,王峥,等.考虑轴压比影响的钢筋混凝土框架内节点抗震性能试验研究.重庆建筑大学学报,2000(5):60-66

[11] 朱伯龙,张琨联.建筑结构抗震设计原理.上海:同济大学出版社,1994

[12] 唐九如.钢筋混凝土框架节点抗震.南京:东南大学出版社,1989

[13] 中国建筑科学研究院.混凝土结构研究报告选集(3).北京:中国建筑工业出版社,1994

[14] 周起敬,姜维山,潘泰华,等.钢与混凝土组合结构设计施工手册.北京:中国建筑工业出版社,1991

[15] GB 50011-2001 建筑抗震设计规范

Relative Articles

[1]	YANG Hangdong. Experimental Research on Seismic Performance of Prefabricated CFST Composite Column-Reinforced Concrete Beam Joints[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 133-140. doi: 10.3724/j.gyjzG23082308
[2]	LI Jiang, LYU Henglin, MOU Xingyu, ZHOU Shuchun, ZHANG Chen. Research on Seismic Performance of Steel Frame with Double Angle Steel and Shear Web Joints Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 108-114. doi: 10.3724/j.gyjzG21112303
[3]	YU Feng, CHEN Hao, YAO Chi, QIN Yin, FANG Yuan, BU Shuangshuang. Numerical Analysis of Moment-Curvature Relations on Self-Stressing Steel-Slag- Concrete-Filled Steel Tube Columns Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 160-168,188. doi: 10.13204/j.gyjzG22012912
[4]	ZHANG Xuan, WANG Jiantao, WU Yanru, LI Junxin. Research on Seismic Performances of Concrete-Filled Thin-Walled High-Strength Q690 Steel Tubular Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 93-101. doi: 10.13204/j.gyjzG21022509
[5]	REN Hongwei, QI Fang. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF PREFABRICATED SHEAR WALL WITH CONCRETE FILLED STEEL TUBE FRAME UNDER RAPID RECIPROCATING LOAD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 103-110,116. doi: 10.13204/j.gyjzG20070211
[6]	YANG Zhinian, Qi Jianquan, DUAN Kaida, YAN Jianji, SUN Xingwei, WANG Xingguo. EXPERIMENT STUDY ON SHEAR PROPERTIES OF RC BEAMS UNDER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 57-62. doi: 10.13204/j.gyjz201908060008
[7]	Cao Dafu, Zhou Min, Ge Wenjie, Yuan Shenfeng. STUDY OF THE SHEAR BEHAVIORS OF RC BEAMS AFTER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 32-37. doi: 10.13204/j.gyjz201502008
[8]	Zhuo Ling, Chen Baofan. THE SEISMIC BEHAVIORS OF RECYCLED AGGREGATES CONCRETE HOLLOW BLOCK WALLS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 74-78. doi: 10.13204/j.gyjz2001412013
[9]	Wang Yutian, Zhang Wei, Jiang Fuxiang. EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 99-103. doi: 10.13204/j.gyjz201302020
[10]	Peng Hui, Zhang Jianren, Shang Shouping. STUDY ON SECONDARY LOAD BEHAVIOR OF REINFORCED CONCRETE BEAM STRENGTHENED WITH PRESTRESSED CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 108-112. doi: 10.13204/j.gyjz201103021
[11]	Yu Hang, Zha Xiaoxiong. SEISMIC BEHAVIOR OF CFST COLUMN TO BEAM JOINT WITHOUT WELDING IN CONSTRUCTION FIELD:EXPERIMENT AND FE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 15-19. doi: 10.13204/j.gyjz201106003
[12]	Zha Xiaoxiong, Yu Hang. SEISMIC BEHAVIOR OF CFST COLUMN TO BEAM JOINT WITHOUT WELDING IN CONSTRUCTION FIELD:THEORETICAL STUDY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 20-24,8. doi: 10.13204/j.gyjz201106004
[13]	Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
[15]	Zhang Jicheng, Shen Zuyan, Zhou Haijun. NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L－SHAPED CONCRETE－FILLED STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
[16]	Wang Xinling, Chen Qingping, Du Lin. EXPERIMENTAL RESEARCH ON HRBF500 HIGH STRENGTH RC BEAMS FOR HIGH SPEED RAILWAY UNDER FATIGUE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 18-21,26. doi: 10.13204/j.gyjz201011006
[17]	Ouyang Yu, Zhang Yunchao, Li Xiang. THE RESEARCH ON SHEAR CAPACITY OF RC BEAMS STRENGTHENEDWITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 134-137. doi: 10.13204/j.gyjz200901030
[18]	Liang Jinfu, Yan Liubin, Zhao Junjun, Liu Qimao. EXPERIMENTAL STUDY OF BENDING PERFORMANCE OF RC BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 100-102,117. doi: 10.13204/j.gyjz200902017
[19]	Sun Bin, Niu Ditao, Wang Yingsheng. STUDY ON EVALUATION METHOD OF FLEXURAL STIFFNESS OF CORRODED R. C. BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 68-72. doi: 10.13204/j.gyjz200802019
[20]	Yang Xiaoming, Feng Dingguo, Yang Rui. EXPERIMENTAL STUDY ON ASEISMIC PERFORMANCE OF RC COLUMN UNDER DIFFERENT LOADING SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 42-45. doi: 10.13204/j.gyjz200509012