EXPERIMENT AND BEARING CAPACITY ANALYSIS OF R.C.L SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING

Wang Qian; Diao Bo; Li Shuchun; Luo Youxin; Zhang Shaoxing

doi:10.13204/j.gyjz200809017

Volume 38 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(9): 53-58

Wang Qian, Diao Bo, Li Shuchun, Luo Youxin, Zhang Shaoxing. EXPERIMENT AND BEARING CAPACITY ANALYSIS OF R.C.L SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 53-58. doi: 10.13204/j.gyjz200809017

Citation:

Wang Qian, Diao Bo, Li Shuchun, Luo Youxin, Zhang Shaoxing. EXPERIMENT AND BEARING CAPACITY ANALYSIS OF R.C.L SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 53-58. doi: 10.13204/j.gyjz200809017

Citation:

PDF( 0 KB)

EXPERIMENT AND BEARING CAPACITY ANALYSIS OF R.C.L SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING

doi: 10.13204/j.gyjz200809017

1.
Department of Civil Engineering,Beihang University Beijing 100083

Received Date: 2007-10-24
Publish Date: 2008-09-20

Abstract

Abstract

As one of the primary shapes of reinforced concrete special-shaped column frame,much studies ignoring additional torsion effect have finished on L shaped columns.In fact,because of the special section,L shaped column's shear center is not coincided with the centroid of section,and it is under the combined loads of normal force,bending,shear and warping torsion.The additional torsional effect of L shaped column under different directional cyclic loading is discussed by means of experimental study,and the quantitative analysis is made according to GB code about the bearing capacity calculation method of a component under combined loads.Meanwhile,the worst horizontal direction is found through analysis of test results and nonlinear program.
- different directional loading,
- L shaped column,
- additional torsion,
- experimental study,
- bearing capacity

FullText(HTML)

References(7)

References

[2] 曹万林.不同方向周期反复荷载作用下L形柱的性能.地震工程与工程振动,1995,15(1):67-72

吴敏哲,郭棣.钢筋混凝上L形截面柱受力性能分析.世界地震工程,2002,18(1):66-72

[3] 康谷贻,巩长江.单凋及低周反复荷载作用下异形截面框架柱的受剪性能.建筑结构学报,1997,18(5):22-31

[4] 孙黄胜.钢筋混凝土复合受扭构件的开裂扭矩计算.青岛建筑工程学院学报,2001,22(3):5-8

[5] 李昊,刁波.基于等参元理论的钢筋混凝土任意截面的刚度计算.工业建筑,2007,37(11):42-45

[6] Ye Yinghua,Diaobo.Nordinear Analysis of Concrete Structure.Barbin:Barbin Institute of Technology Press,1993:7-20

[7] Hyo-Gyoung Kwak,Jin-Kook Kim.Implementation of Bond-Slip Effect in Analyses of RC Frames Under Cyclic Loads Using Layered Section Method.Engineering Structures,2006,28:1 715-1 727

Relative Articles

[1]	ZHENG Baofeng, SHU Yinjia, SHU Ganping, LI Lei. Tests and Design on the Bending Capacity of Flexural Acrylic Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 156-162. doi: 10.3724/j.gyjzG22011706
[2]	JIN Hui, GUO Lixiang, ZHAO Wei, WANG Wanzhen. Research on Structure and Bearing Capacity of Stiffened X-Joints of Lightweight Aggregate Concrete-Filled High-Strength Square Steel Tubes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 125-130,140. doi: 10.13204/j.gyjzG23010601
[3]	ALIFUJIANG Xiamuxi, AYIDENIGULI Duman, LIU Caijian. Experimental Study on Axial Compressive Behavior of Reinforced Recycled Aggregate Concrete-Filled Steel Tube Short Column[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 28-34. doi: 10.13204/j.gyjzG22012008
[4]	CHEN Penghui, WANG Qingli. Research on Mechanical Properties of Concrete Filled Circular CFRP-steel Tubular Under Compression and Torsion[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 17-25. doi: 10.13204/j.gyjzG20090604
[5]	ZHANG Xizhi, LIU Yueyang, DOU Yubin, YU Yong, CHEN Qiang, AN Baiping. Experimental Study on Performances of Axial Compression for Prefabricated Walls Integrating Thermal Insulation and Load-Bearing[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 59-66,74. doi: 10.13204/j.gyjzG20092305
[6]	LI Guochang, CAO Kaiqi, YANG Zhijian, QIU Zengmei. Experimental Research on Mechanical Properties of Steel Reinforced Concrete Columns with New Shear Connectors Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 106-112,139. doi: 10.13204/j.gyjzG21031004
[7]	LAN Tao, LI Zexu, FU Yanqing, MEN Jinjie, QI Songxin. UNIAXIAL LOADING TESTS AND THE CALCULATION MODEL OF THE BEARING CAPACITY FOR DOUBLE-LAYER SHOULDER BEAMS WITH DOUBLE-LIMB MIDDLE COLUMNS OF CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 16-23,81. doi: 10.13204/j.gyjzG20082308
[8]	ZHANG Lijuan, LI Suchao, HE Xiwei, LIU Zhengwei, WANG Zhiyuan. STUDY ON EFFECTS OF STIFFENING RINGS ON BEARING CAPACITY AND FAILURE MODES OF LARGE-DIAMETER STEEL TUBE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 104-109. doi: 10.13204/j.gyjzG20032501
[9]	Du Chuang, Yang Xiaoming, Wei Shaowu, Du Zitao. RESEARCH ON THE BEARING CAPACITY FORMULA OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 155-158. doi: 10.13204/j.gyjz2001407032
[10]	Chen Zongping, Tan Qiuhong, Xue Jianyang, Chen Yuliang. STUDY OF ULTIMATE BEARING CAPACITY OF RECYCLED AGGREGATE CONCRETE-FILLED CIRCLE STEEL TUBE SHORT COLUMNS UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 5-12. doi: 10.13204/j.gyjz2001411002
[11]	Wang Zhe, Shi Gang, Fan Hao, Song Wenjing. CYCLIC LOADING TEST OF DUMBBELL-SHAPED EXTENDED END-PLATE CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 129-133. doi: 10.13204/j.gyjz201310027
[12]	Xue Jianyang, Wang Yuncheng, Ma Hui, Liu Jinlu, Ao Xiang. EXPERIMENTAL STUDY ON LATERAL BEARING CAPACITY AND AXIAL COMPRESSION RATIO LIMIT VALUES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 30-34,45. doi: 10.13204/j.gyjz201309005
[13]	Liu Xiao, Wang Lianguang, Li Min. EXPERIMENTAL RESEARCH ON STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE SUBJECTED TO COMPRESSION-FLEXURE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 86-90. doi: 10.13204/j.gyjz201212019
[14]	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]	Yu Feng, He Shuanhai. STUDY ON BEARING CAPACITY OF CONCRETE COLUMN REINFORCED BY CFRP AND ANGLE STEEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 107-109. doi: 10.13204/j.gyjz201012027
[16]	Yao Guohuang, Huang Yongjun, Zheng Xiaoying, Xu Wenjie, Pan Donghui, Sun Suwen. EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 100-104. doi: 10.13204/j.gyjz201007025
[17]	Wang Mingping, Geng Shujiang, Jiang Tao, Xu Yinghao, Wang Jing. EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF ECCENTRICALLY LOADED R.C. COLUMNS WITH HRBF500 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 17-21. doi: 10.13204/j.gyjz200911005
[18]	Jiao Junting, Diao Bo, Ye Yinghua. RESEARCH ON THE ULTIMATE AXIAL COMPRESSION RATIO OF REINFORCED CONCRETE L-SHAPED COLUMNS BY SECTION GAUSS NUMERICAL INTEGRATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 36-38. doi: 10.13204/j.gyjz200707012
[19]	Zhao Dazhou, Wang Qingxiang, Guan Ping. RESEARCH ON LOAD-BEARING CAPACITY OF STEEL TUBULAR COLUMNS FILLED WITH STEEL-REINFORCED HIGH-STRENGTHCONCRETE SUBJECTED TO COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 84-85,93. doi: 10.13204/j.gyjz200509023
[20]	Chen Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 5-8. doi: 10.13204/j.gyjz200403002