LATERAL LOADING EXPERIMENT OF SRC LOW SHEAR WALLS WITH HIGH AXIAL FORCE RATIO

Wei Yong; Qian Jiaru; Zhao Zuozhou; Cai Yiyan; Yu Yinquan; Shen Lin

doi:10.13204/j.gyjz200706020

Volume 37 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(6): 76-79

Wei Yong, Qian Jiaru, Zhao Zuozhou, Cai Yiyan, Yu Yinquan, Shen Lin. LATERAL LOADING EXPERIMENT OF SRC LOW SHEAR WALLS WITH HIGH AXIAL FORCE RATIO[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 76-79. doi: 10.13204/j.gyjz200706020

Citation:

Wei Yong, Qian Jiaru, Zhao Zuozhou, Cai Yiyan, Yu Yinquan, Shen Lin. LATERAL LOADING EXPERIMENT OF SRC LOW SHEAR WALLS WITH HIGH AXIAL FORCE RATIO[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 76-79. doi: 10.13204/j.gyjz200706020

Citation:

PDF( 0 KB)

LATERAL LOADING EXPERIMENT OF SRC LOW SHEAR WALLS WITH HIGH AXIAL FORCE RATIO

doi: 10.13204/j.gyjz200706020

1.
1 Key Laboratory for Structural Engineering and Vibration of the Ministry of Education,Civil Engineering Department,Tsinghua University Beijing 100084;
2.
2 China Institute of Building Standard Design &Research,China Architecture Design &Research Group Beijing 100044

Received Date: 2006-03-07
Publish Date: 2007-06-20

Abstract

Abstract

To study seismic behavior of SRC low shear walls with high axial force ratio lateral loading experiment of three shear wall specimens with aspect ratio of 0.95 was carried out.Shear failure occurred on all specimens.The longitudinal reinforcements at the wall ends and the distributed vertical reinforcements were buckled.The flanges of the structural steel buckled and the plastic hinge lines were observed on the web.The structural steel increased the shear bearing capacity of specimens.The influence of the structural steel area on the plastic deformation of specimens was not obvious in this test.A shear bearing capacity formula of SRC shear wall was proposed and the calculated results had good agreement with the test results.
- SRC low shear wall,
- high axial force ratio,
- failure mode,
- shear bearing capacity

FullText(HTML)

References(6)

References

[2] Fumiya Esaki,Masayuki Ono.Effect of Loading Velocity on Mechanical Behaviorof SRC Shear Walls∥Proceedings of Sixth ASCCS Conference on Composite and Hybrid Structures.Los Angeles:2000:809-816

乔彦明,钱稼茹,方鄂华.钢骨混凝土剪力墙抗剪性能的试验研究.建筑结构,1995,25(8):3-7

[3] 黄雄军,罗英,赵世春.劲性混凝土低剪力墙抗震性能研究.四川建筑科学研究,1996,22(1):52-62

[4] GB 50011-2001 建筑抗震设计规范

[5] JGJ 138-2001 型钢混凝土组合结构技术规程

[6] YB 9082-97 钢骨混凝土结构设计规程

Relative Articles

[1]	CHEN Qirong, YUAN Jiaming, CHEN Qingjun, XU Zhe, LI Pengyuan, ZUO Zhiliang, CAI Jian. Research on the Flexural Performance of RC Beams Under Coupling of Flexural Loads and Acid-Alkali Dry-Wet Cycles[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 127-134. doi: 10.13204/j.gyjzG22101921
[2]	JIN Chenhua, WU Chang, PAN Zuanfeng, MENG Shaoping. Calculation of Shear Capacity of Shear Walls with Small Shear-Span Ratio Based on Equivalent Diagonal Web Truss-Arch Model[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 111-118. doi: 10.13204/j.gyjzG22091505
[3]	YU Jing, JIA Huifang, ZHANG Hui. Experimental Study on Seismic Performance and Shear Capacity of Hybrid Fiber Concrete Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 80-87. doi: 10.13204/j.gyjzG22070115
[4]	CHEN Zongping, NING Fan. Experimental Research on Mechanical Properties of Concrete-filled Double-skin Square Steel Tubular (Oblique Inside and Straight Outside) Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 8-16. doi: 10.13204/j.gyjzG20102106
[5]	GUO Zhaosheng, HE Wubin, LIU Jialong, AN Zengjun. Experimental Research on Shear Capacity of PHC Pipe Pile Strengthened with CFRP[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 7-11,54. doi: 10.13204/j.gyjzG21111710
[6]	Wang Yingjun, Liang Xingwen, Li Fangyuan, Wang Hai. STUDY OF CALCULATION MODEL OF REINFORCED CONCRETE BEAM-COLUMN JOINT CORE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 45-50.
[7]	Huang Wei, Li Jianxun, Zhang Chenghua, Shang Chunlin, Li Min. ANALYSIS OF ULTIMATE BEARING CAPACITY OF ECO-COMPOSITE WALL WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 60-67. doi: 10.13204/j.gyjz201403015
[8]	Xue Jianyang, Ao Xiang, Ma Hui, Gao Liang, Wang Yuncheng. CALCULATION ON THE SHEAR BEARING CAPACITY OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 17-22. doi: 10.13204/j.gyjz201309003
[9]	Wang Zheng, Shi Qingxuan. COMPARATIVE ANANLYSIS OF SHEAR CAPACITY FOR REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 105-109,138. doi: 10.13204/j.gyjz201307024
[10]	Yang Xuejiao, Huang Wei, Hou Lina, Mu Lin, Zhang Yin. RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 27-32. doi: 10.13204/j.gyjz201208006
[11]	Bai Ligeng, Shi Qingxuan, Jiang Weishan, Feng Yongwei, Li Ning. SHEAR CALCULATION METHOD RESEARCHING ON CONCRETE MEMBERS WITH HIGH-STRENGTH STIRRUP BASED ON TRUSS-ARCH MODEL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 68-73,96. doi: 10.13204/j.gyjz201211015
[12]	Liu Jieyu, Huang Wei, Zhang Chenghua, Hou Lina, Zhang Huihui, Xu Qin. THE SEISMIC PERFORMANCE AND SHEAR CAPACITY ANALYSIS OF ECO-COMPOSITE WALL BASED ON DIFFERENT SHEAR SPAN RATIO[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 12-17. doi: 10.13204/j.gyjz201208003
[13]	Liu Jiahui, Bai Juan, Liu Lixin. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF CONCRETE BEAMS REINFORCED BY HOT ROLLED RIBBED BARS OF FINE GRAINS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 106-110. doi: 10.13204/j.gyjz201010024
[14]	Tian Lei, Gong Jinxin, Wei Weiwei. COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 132-138,117. doi: 10.13204/j.gyjz201008030
[15]	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
[16]	Liu Changhong, Liang Xingwen. SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT UNDER CONCENTRATED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 89-91. doi: 10.13204/j.gyjz200808023
[17]	Li Junhua, Wang Xintang, Xue Jianyang, Zhao Hongtie. EXPERIMENT AND ANALYSIS ON SHEAR PERFORMANCE OF STEEL REINFORCED HIGH - STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 90-94,59. doi: 10.13204/j.gyjz200703022
[18]	Zhang Leishun, Zhang Xiaolei, Yan Guoxin. EXPERIMENTAL RESEARCH ON THE SHEARING CAPACITY OF RECYCLED CONCRETE BEAMS WITHOUT STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 57-61. doi: 10.13204/j.gyjz200709012
[19]	Ouyang Yu, Wang Peng, Zhang Yunchao. CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 24-27. doi: 10.13204/j.gyjz200706007
[20]	Bai Shengxiang. SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 88-92. doi: 10.13204/j.gyjz200502024