INFLUENCE OF THE CHARACTERISTIC VALUE OF STIRRUP CONTENT IN BOUNDARY ELEMENTS ON ALLOWABLE AXIAL LOAD RATIO FOR CONCRETE STRUCTURAL WALLS

Bai Liang; Liang Xingwen

doi:10.13204/j.gyjz200904011

Volume 39 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 44-48

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

Citation:

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

Citation:

PDF( 0 KB)

INFLUENCE OF THE CHARACTERISTIC VALUE OF STIRRUP CONTENT IN BOUNDARY ELEMENTS ON ALLOWABLE AXIAL LOAD RATIO FOR CONCRETE STRUCTURAL WALLS

doi: 10.13204/j.gyjz200904011

1.
Key Laboratory for Structural Engineering and Earthquake Resistance of China Education Ministry,Xi’an Univ.of Arch.&Tech.,Xi’an 710055,China

Received Date: 2008-10-07
Publish Date: 2009-04-20

Abstract

Abstract

Axial load ratio is a main factor affecting the seismic performance of concrete structural walls.However,the influences of ductility demand and the characteristic value of stirrup content in boundary elements are not considered in the allowable axial load ratio specified by the current codes in China.The influence of the characteristic value of stirrup content _v on the displacement ductility ratio _ and allowable axial load ratio,n,for concrete structural walls is studied.It is obtained that the relationships among the ductility ratio,axial load ratio and the characteristic value of stirrup content.The results show that increasing the boundary confinement ratio of the walls can raise allowable axial load ratio.At last,allowable axial load ratio is proposed with various confinement ratios,which is satisfied for certain ductility demand.
- ductility,
- concrete structural walls,
- volumetric ratio of confinement steel,
- axial load ratio

FullText(HTML)

References(13)

References

[2] GB500112001建筑抗震设计规范[S];

GB500102002混凝土结构设计规范[S];

[3] JGJ 32002高层建筑混凝土结构设计规程[S];

[4] 吕文,钱稼茹,方鄂华.钢筋混凝土剪力墙延性的试验和计算[J].清华大学学报,1999(4):88-91;

[5] 方鄂华.底层加强剪力墙的抗震性能.建筑结构学报,1989,10(2):24-33;

[6] 钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计.建筑结构学报,1999,20(3):42-49;

[7] 张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究[J].结构工程师,2004,21(2):62-68;

[8] 章红梅,吕西林.边缘约束构件对钢筋混凝土剪力墙抗震性能的影响[J].地震工程与工程振动,2007,27(1):92-99;

[9] 梁兴文,邓明科,张兴虎,等.高性能混凝土剪力墙性能设计理论的试验研究[J].建筑结构学报,2007,2(5):80-88;

[10] Honggun Park et al.Moment-Curvature Relation-Ship of Flexure-Dominated Walls with Partially Confined End-Zone[J].EngineeringStructures,2007,29:33-45;

[11] Priestiey MJ N,M.J.Kowalsky.Aspect of Drift and Ductility Capacityof Rectangular Cantilever Structural Walls[R].Bulletin of NewZealand Societyfor Earthquake Engineering.1998,31:73-85;

[12] 范立础.桥梁抗震[M].上海:同济大学出版社,1997:266-267;

[13] Pauiay T,Priesiey MJ N.Seismic Design of Reinforced Concrete andMasonry Buildings[M].NewYork:John WileySons,Inc,1992:86-88.

Relative Articles

[1]	LI Huankun, WANG Jianjun. Experimental Research on Seismic Performance of C-Shaped Light-Gauge Steel Shear Walls Filled with Expanded Polystyrene Lightweight Concrete[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(4): 78-87. doi: 10.3724/j.gyjzG23031408
[2]	XUE Weichen, ZHANG Baozheng, CHEN Shengyang, JIANG Jiafei, GUO Dapeng. State of the Art on Mechanical Properties of Precast Prestressed Concrete Structures (for Buildings and Utility Tunnels)[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801
[3]	TANG Lei, ZHOU Enquan. Seismic Performance of Precast Concrete Shear Walls Connected by Grouted Bellows and Confined with Overlapped Closed Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 79-86. doi: 10.13204/j.gyjzG21090907
[4]	ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, LIU Zhonghua, HE Yunfei, LUO Kerong. EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 1-7,12. doi: 10.13204/j.gyjz202003001
[5]	QIU Zengmei, LI Guochang, YANG Zhijian. HYSTERETIC PROPERTIES OF HIGH-STRENGTH-CONCRETE-FILLED HIGH-STRENGTH-SQUARE-STEEL-TUBE BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 119-125. doi: 10.13204/j.gyjzG19120603
[6]	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
[7]	Li Bingnan, Dai Hang, Zhang Jiwen. RESEARCH ON REALIZATION OF SEISMIC DUCTILITY BY HIGH STRENGTHREBAR FOR RAILWAY PIERS WITH LOW REINFORCEMENT RATIOS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 88-91.
[8]	Xue Jianyang, Liu Jinlu, Ma Hui, Liu Yi, Liu Zuqiang. EXPERIMENTAL STUDY ON RESTORING FORCE MODEL OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 35-39,161. doi: 10.13204/j.gyjz201309006
[9]	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
[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]	Huang Yonggui. SOME COMPREHENSIONS AND DISCUSSION ON ＂CODE FOR SEISMIC DESIGN OF BUILDINGS＂ AND ＂TECHNICAL SPECIFICATION FOR CONCRETE STRUCTURES OF TALL BUILDINGS＂[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 105-109. doi: 10.13204/j.gyjz201007026
[12]	Li Bing, Li Hongnan. RESEARCH ON QUASI-STATIC TEST OF REINFORCED CONCRETE SHEAR WALLS WITH DIFFERENT SHEAR-SPAN RATIO[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 32-36. doi: 10.13204/j.gyjz201009011
[13]	Xin Li, Liang Xingwen, Deng Mingke. PLASTIC HINGE ROTATION-BASED DESIGN METHOD OF SHEAR WALL'S BOUNDARY ELEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 50-54,64. doi: 10.13204/j.gyjz200906013
[14]	Yan Xiaohuan, Yan Qiwu. STUDY ON SEISMIC PERFORMANCE OF SHEAR WALLS IN TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 16-21. doi: 10.13204/j.gyjz200905004
[15]	Xu Yafeng, Zhao Jingyi, Zhang Shixian, Lu Xiaoyi. EXPERIMENTAL STUDY ON SEISMIC BEHAVIORS OF CIRCULAR STEEL TUBE COMPOSITE COLUMNS FILLED WITH STEEL REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 107-110. doi: 10.13204/j.gyjz200907029
[16]	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
[17]	Zhao Jun, Gao Danying, Zhang Ming. CALCULATION METHOD OF CROSS2SECTION CRACK2RESISTANCE OF STEEL FIBER CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 39-42. doi: 10.13204/j.gyjz200802013
[18]	He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021
[19]	Wang Fa-wu, Tang Gan, Yang Jie. OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 38-42. doi: 10.13204/j.gyjz200606013
[20]	Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009