NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL

Wu Minzhe; Yang Yudong; Ai Bing

doi:10.13204/j.gyjz201004014

Volume 40 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(4): 60-64

Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014

Citation:

Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014

Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014

Citation:

Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014

PDF( 0 KB)

NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL

doi: 10.13204/j.gyjz201004014

1.
1. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. School of Mechanics and Civil Engineering,Northwest Polytechnic University,Xi’an 710072,China

Received Date: 2009-12-24
Publish Date: 2010-04-20

Abstract

Abstract

Four specimens of the T-shaped short-limbed shear wall were tested under low-frequency cyclic?lateral loading. The mechanical properties and failure modes of the T-shaped wall were analyzed based?on the experimental study. Nonlinear finite element analysis was carried out on T-shaped short-limbed shear wall through the finite element calculation software ANSYS. The calculated top force-displacement curves agree well with that of experiments,which indicate that the nonlinear FEA model is reasonable. The results show that?axial compression ratio and the reinforcement ratio of the web have remarkable effect on the short-limbed shear wall 's mechanical properties.Some researches are provided as a reference for the future design.
- short-limbed shear wall,
- nonlinear analysis,
- axial compression ratio

FullText(HTML)

References(10)

References

郭棣. 宽肢异形柱的试验研究[D]. 西安: 西安建筑科技大学,2001.

[2] 黄雅捷. 钢筋混凝土异形柱框架结构抗震性能及性能设计方法研究[D]. 西安: 西安建筑科技大学,2003.

[3] GB 500102002 混凝土结构设计规范[S].

[4] 郭棣,吴敏哲,艾兵. T 形截面柱框架的抗震性能分析[J].西安建筑科技大学学报:自然科学版,2003,35 (3):205-207.

[5] 郭棣,吴敏哲,田炜. T 形截面钢筋混凝土柱偏心受压分析[J]. 西安建筑科技大学学报,2001,33(2):138-143.

[6] 蔡全智,高湛,李华,等. 钢筋混凝土结构的抗震性短肢剪力墙低周反复试验及其ANSYS 分析[J]. 武汉理工大学学报,2005,27(12):49-52.

[7] Giberson M F. Two Nonlinear Beams with Definitions of Ductility Structure[J]. J. Div. ,ASCE,1969,95(2) :1135-1157.

[8] 程文瀼,李爱群. 钢筋混凝土柱轴压比限值[J]. 建筑结构学报,1994,15(6) :25-30.

[9] 肖建庄,李杰. 钢筋混凝土框架柱轴压比限值问题研究[J].世界地震工程,1998,14(4) :17-22

[10] 吴敏哲,杨玉东,郭棣. T 形型钢短肢剪力墙低周反复荷载试验研究[J]. 西安建筑科技大学学报:自然科学版,2009,41(4):461-466.

Relative Articles

[1]	LI Ganggang, ZHAO Jun. SEISMIC CHARACTERISTICS OF HYBRID FRP-STEEL-REINFORCED CONCRETEL SHEAR WALLS SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 180-186,75. doi: 10.13204/j.gyjz201904140005
[2]	Zhang Pinle, Li Qingning, Pan Wen, Tao Zhong. CUMULATIVE DAMAGE MODEL AND EXPERIMENT STUDY OF SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 45-48.
[3]	Xue Jianyang, Zhang Jie, Ma Hui, Ren Rui, Wang Cheng. NON-LINEAR NUMERICAL SIMULATION ANALYSIS OF STEEL RECYCLED AGGREGATE CONCRETE COLUMN UNDER LOW-CYCLIC REVERSED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 40-45. doi: 10.13204/j.gyjz201309007
[4]	Zhang Lan. NONLINEAR ANALYSIS OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMN SECTIONS UNDER BENDING AND AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 132-136,143. doi: 10.13204/j.gyjz201305028
[5]	Zhang Pinle, Pan Wen, Tao Zhong. NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 66-70. doi: 10.13204/j.gyjz201304014
[6]	Su Yisheng, Ke Xiaojun, Chen Zongping. RESEARCH ON THE ANTI-CRACK BEARING CAPACITY OF STEEL REINFORCED HIGH-STRENGTH CONCRETE SHORT-LEG SHEAR WALL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 32-35,40. doi: 10.13204/j.gyjz201211007
[7]	Sun Jinkun, Guo Xiaokang, He Xin, Feng Yunping. RESEARCH ON VISCOUS DAMPERS APPLIED TO HIGH-RISE SHORT-LEG SHEAR WALLS STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 49-54,73. doi: 10.13204/j.gyjz201108014
[8]	Li Xiaolei, Li Qingning, Zhang Pinle. REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 73-75,120. doi: 10.13204/j.gyjz201103014
[9]	Li Qingning, Zhang Pinle, Li Xiaolei. SHEAR LAG EFFECT ANALYSIS OF SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 59-62. doi: 10.13204/j.gyjz201109013
[10]	Ma Kaize, Liang Xingwen, Zhang Fan, Deng Mingke. RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 97-101. doi: 10.13204/j.gyjz201006022
[11]	Zhang Jianwei, Cao Wanlin, Wang Zhihui, Tao Junping. SEISMIC PERFORMANCE OF MID-RISE RC COMPOSITE SHEAR WALLS WITH CONCEALED STEEL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 101-105,110. doi: 10.13204/j.gyjz200908024
[12]	Bai Liang, Liang Xingwen. INFLUENCE OF THE CHARACTERISTIC VALUE OF STIRRUP CONTENT IN BOUNDARY ELEMENTS ON ALLOWABLE AXIAL LOAD RATIO FOR CONCRETE STRUCTURAL WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 44-48. doi: 10.13204/j.gyjz200904011
[13]	Hu Shulan. ANALYSIS OF MECHANICAL PROPERTY OF SHORT-PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 67-69. doi: 10.13204/j.gyjz200809020
[14]	Zhang Shoujun, Li Oingning, Guo Zeying, Zhang Jin. SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 38-41. doi: 10.13204/j.gyjz200710011
[15]	Yan Jihong, Yu Liu. LIMITATION OF AXIAL-LOAD RATIO OF REINFORCED CONCRETE FRAME COLUMNS STRENGTHENED WITH AFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 104-106. doi: 10.13204/j.gyjz200706027
[16]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[17]	Peng Fei, Cheng Wenrang, Fu Yuliang, Wang Jie. THE STUDY OF THE OPENING SIZE OF SHORT PIER SHEAR WALLS AND THE DEFINITION OF SHORT PIER SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 41-43. doi: 10.13204/j.gyjz200603011
[18]	Liu Jianxin, Wang Hongnan. NONLINEAR ANALYSIS OF STAGGERED SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 31-33. doi: 10.13204/j.gyjz200612009
[19]	LüYi. SOME EXPERIENCE IN DESIGNING TALL RESIDENTIAL BUILDING WITH SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 40-41,46. doi: 10.13204/j.gyjz200501012
[20]	Jiang Shouchao, Li Guoqiang, Ye Qiling. THEORETICAL AND EXPERIMENTAL RESEARCH ON NONLINEAR BEHAVIOUR OF STEEL FRAMES SUBJECTED TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 66-69. doi: 10.13204/j.gyjz200408022