EXPERIMENTAL STUDY OF ASEISMIC BEHAVIOR OF STEEL-CONCRETE SANDWICH COMPOSITE SHEAR WALLS

Yang Fang; Sun Yunlun; Qian Kuan; Pan Rong; Tian Chunyu

doi:10.13204/j.gyjz2001412005

Volume 44 Issue 12

Feb. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(12): 22-29

Zhao Fenghua, Yang Jun. A SEISMIC ISOLATION DESIGN FOR A MULTI-STORY CUSTOM STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 170-174. doi: 10.13204/j.gyjz2001407035

Citation:

Yang Fang, Sun Yunlun, Qian Kuan, Pan Rong, Tian Chunyu. EXPERIMENTAL STUDY OF ASEISMIC BEHAVIOR OF STEEL-CONCRETE SANDWICH COMPOSITE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 22-29. doi: 10.13204/j.gyjz2001412005

Zhao Fenghua, Yang Jun. A SEISMIC ISOLATION DESIGN FOR A MULTI-STORY CUSTOM STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 170-174. doi: 10.13204/j.gyjz2001407035

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF ASEISMIC BEHAVIOR OF STEEL-CONCRETE SANDWICH COMPOSITE SHEAR WALLS

doi: 10.13204/j.gyjz2001412005

Publish Date: 2014-12-20

Abstract

Abstract

Through external force performance tests of 10 steel-concrete sandwich composite shear wall specimens， the failure characteristics，bearing capacity，stiffness，deformation capacity of each type of specimen under one-way compression and bending loads were studied． Through calculating and comparing of hysteretic curves，skeleton curves，bearing capacity，ductility coefficient and energy dissipation capacity etc of each specimen，the influence on external force performance under shear span ratios，steel ratios，as well as the changes of way of wall structures was analyzed． The studies show that the external deformation capacity of steel-concrete wall specimen is strong enough， and the bearing capacity and deformation capacity of wall are affected by changes of shear-span ratios and steel ratios．
- steel-concrete sandwich composite shear wall,
- external force,
- shear span ratio

FullText(HTML)

References(0)

References

Relative Articles

[5]	Zhu Wenzheng, Zhang Jichao. SIMULATION ANALYSIS AND SHAKING TABLE TEST OF ISOLATION SYSTEM FOR GIANT STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 114-117. doi: 10.13204/j.gyjz201502024
[6]	Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
[7]	Zhang Ailin, Hu Tingting, Liu Xuechun. THE CLASSIFICATION AND COMPARATIVE ANALYSIS OF THE MATCHING EXTERNAL WALL FOR THE PREFABRICATED STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 7-9.
[8]	Wei Xiaogang, Liu Shuxian, Ma Fenghai, Zhang Jingtai. THE IMPACT ANALYSIS OF VIBRATION-SUPPRESSED EFFECTIVENESS OF CORE-WALL SUSPENSION ISOLATION STRUCTURE CAUSED BY DYNAMIC PARAMETER[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 34-38,58. doi: 10.13204/j.gyjz201302007
[9]	Yang Haobo, Qian Deling, Peng Xiaobing, Cheng Hong, Xie Yijun. DYNAMIC BEHAVIOR RESEARCH OF UNREINFORCED AND REINFORCED ANCIENT ARCHITECTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 131-135. doi: 10.13204/j.gyjz201311029
[10]	Hong Junqing, Bao Hua. DYNAMIC RESPONSES OF BASE-ISOLATED STRUCTURE UNDER THE NEAR-FAULT HORIZONTAL-VERTICAL SEISMIC ACTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 11-15,20. doi: 10.13204/j.gyjz201104003
[11]	Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
[12]	Ma Ming, Zhou Xianbao, Hao Chengxin, Li Yongshuang, Qian Jihong. RESEARCH ON NEW CLINKER SILO ROOF STRUCTURE SYSTEM WITHOUT CENTRAL SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 68-72,139. doi: 10.13204/j.gyjz201103013
[13]	Zhang Xiafeng. DESIGN STRATAGY OF THE LIFE CYCLE STANDARD ENERGY-SAVING WORKSHOPS BASED ON THEORY OF NICHE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 1-2,47. doi: 10.13204/j.gyjz200806001
[14]	Wu Tianyan, He Fang. THE ENERGY-SAVING RESEARCH ON ENTIRE LIFE CYCLE OF THE SUSTAINABLE HOUSING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 39-41. doi: 10.13204/j.gyjz200803011
[15]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[16]	Wang Xinling, Zhao Gengqi, Zhang Nianzheng. THE DYNAMIC ANALYSIS OF A NEW "Λ" BRACES COMPOUND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 24-27. doi: 10.13204/j.gyjz200602007
[17]	Zhang Min, Hu Shu-lan. BAR-LAYER MODEL OF RIGIDITY MATRIX OF MAIN FRAME IN MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE FOR DYNAMICAL ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 40-42,25. doi: 10.13204/j.gyjz200604012
[18]	Zong Lan, Sui Chengquan. THE DYNAMIC ANALYSIS OF FINITE ELEMENT OF FRICTION-DAMPED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 17-20. doi: 10.13204/j.gyjz200506005
[19]	Li Zhenxiang, Zhang Sanming. LIFE CYCLE ASSESSMENT AND ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 30-32. doi: 10.13204/j.gyjz200403009