STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES

Liu Xiaofan; Tong Yuesheng

doi:10.13204/j.gyjz200904012

Volume 39 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 49-53

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

Citation:

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

Citation:

Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012

PDF( 0 KB)

STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES

doi: 10.13204/j.gyjz200904012

1.
Xi’an University of Architecture and Technology,Xi’an 710055

Received Date: 2008-09-25
Publish Date: 2009-04-20

Abstract

Abstract

In the reinforced concrete shear wall structure and frame-shear wall structure,the story sidesway stiffness of shear wall is complex,it is relative to story height of structure and flexure rigidity of shear wall,and also to disribution type of horizontal forces acting on the shear wall.The main feature is that the sidesway stiffness of first story is the greatest,and along the height of structure the sidesway stiffnesses are reduced story by story.In design practice,concrete analysis must be conducted according to the concrete structure and horizontal forces.
- shear wall,
- story sidesway stiffness,
- horizontal forces,
- shear wall structure,
- frame-shear wall structure

FullText(HTML)

References(6)

References

[2] 吕西林,桂国庆.高层建筑结构[M].2版.武汉:武汉理工大学出版社,2004:39-43;

GB50011-2001建筑抗震设计规范[S];

[3] 方鄂华,钱稼茹,叶列平.高层建筑结构设计[M].北京:中国建筑工业出版社,2004:134-142;

[4] 史庆轩,梁兴文.高层建筑结构设计[M].北京:科学出版社,2006:211-214;

[5] 童岳生,童润家.水平荷载作用下变刚度框架-剪力墙结构的近似分析方法[R].西安:西安建筑科技大学,2005:5-10,13-16;

[6] 滕智明,罗福午,施岚清.钢筋混凝土基本构件[M].2版.北京:清华大学出版社,1987:228-229.

Relative Articles

[1]	WANG Congying, KOU Xianqin, LU Xiaoyan, FAN Jiansheng, LIU Yufei. Research on Dynamic Performance Changes of Shear Wall Structures Before and After Cracking Damage[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 13-19. doi: 10.3724/j.gyjzG23121403
[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]	LIU Yang, LIU Chong, WANG Lixia. Research on Health Monitoring of Frame Shear Wall Structures Based on Wavelet Packet Transform[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 211-218. doi: 10.13204/j.gyjzG22071916
[4]	WU Dongyue, SHEN Mengying. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF RC SUPERPOSED COUPLING BEAMS IN PREFABRICATED SHEAR WALL SUB-STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 30-34,90. doi: 10.13204/j.gyjzG201905170006
[5]	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
[6]	Liu Jianmin, Sun Bing, He Jie. STUDY OF SEISMIC PERFORMANCE OF SHEAR WALL STURCTURE CONSIDERING THE EFFECT OF DIFFERENT SET OF CONSTRUCTION JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 64-68. doi: 10.13204/j.gyjz201402015
[7]	Yuan Kang, Li Yingmin, Zhang Songbai. STUDY OF UNIDIRECTIONAL WALL FRAMES' INFLUENCE ON THE SEISMIC PERFORMANCE OF SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 37-41.
[8]	Hu Kongpeng, Chen Daozheng. EFFECTS OF LAYERS AND FLOOR HEIGHT ON QUANTITY OF SHEAR WALLS IN TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 67-70. doi: 10.13204/j.gyjz201303014
[9]	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
[10]	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
[11]	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
[12]	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
[13]	Peng Lingyun, Yan Weiming, Wu Honglei, Cao Qiang. DISCUSSION ON THE INTERNAL FORCE ADJUSTION IN SEISMIC DESIGN OF MAIN BUILDINGS FOR THERMOELECTRICAL POWER PLANT WITHOUT SHEAR WALL IN TRANSVERSE DIRECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 16-18,29. doi: 10.13204/j.gyjz200807004
[14]	Wang Qin, Yang Lihua, Zhang Xin. STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028
[15]	Wen Baojun, Liang Xingwen, Hou Lina. RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 60-64. doi: 10.13204/j.gyjz200812016
[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]	Chang Linrun. DISCUSSION ON SEVERAL PROBLEMS OF COUPLING WALL-BEAMANTI-EARTHQUAKE DESIGN OF TALL SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 28-31,36. doi: 10.13204/j.gyjz200702007
[18]	Sun Xiang-hua, Zuo Xiao-bao. RESEARCH ON BEARING CAPACITY OF HIGH STRENGTH CONCRETE SHEAR WALLS WITH VERTICAL SEAMS UNDER LOW-CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 53-56. doi: 10.13204/j.gyjz200607013
[19]	Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014
[20]	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