EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF HIGH STRENGTH CONCRETE SHEAR WALLS EMBEDDED POLYSTYRENE FOAM

Xue Suduo; Li Li; Cao Wanlin

doi:10.13204/j.gyjz200905006

Volume 39 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 29-32,46

Xue Suduo, Li Li, Cao Wanlin. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF HIGH STRENGTH CONCRETE SHEAR WALLS EMBEDDED POLYSTYRENE FOAM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 29-32,46. doi: 10.13204/j.gyjz200905006

Citation:

Xue Suduo, Li Li, Cao Wanlin. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF HIGH STRENGTH CONCRETE SHEAR WALLS EMBEDDED POLYSTYRENE FOAM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 29-32,46. doi: 10.13204/j.gyjz200905006

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF HIGH STRENGTH CONCRETE SHEAR WALLS EMBEDDED POLYSTYRENE FOAM

doi: 10.13204/j.gyjz200905006

1.
Key Lab of Urban Security and Disaster Engineering,MOE,The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China

Received Date: 2008-12-16
Publish Date: 2009-05-20

Abstract

Abstract

High strength concrete shear wall embedded polystyrene foam is a new type of multifunction bearing wall.Cyclic loading experiments on three models of these walls are carried out.The bearing capacity,stiffness and its attenuation,ductility,hysteretic property and failure phenomena are investigated.The effects of different reinforcement ratios of inclined steel braces on the seismic performance of the wall are discussed.It is shown that the seismic behavior of the shear wall with inclined brace of steel trusses has been improved much more than that of normal shear wall.Further more,with increasing of the reinforcement ratio,the bearing capacity,the after-stiffness and the ductility have also been improved evidently.
- high strength concrete,
- polystyrene foam,
- seismic performance,
- mechanical behavior

FullText(HTML)

References(7)

References

Einea A,Salmon D C,Fogarasi GJ,et al.State-of-the-Art of PrecastConcrete Sandwich Panels[J].PCI Journal,1991,36(6):78-98;

[2] 缪友武.两侧开缝钢板剪力墙结构性能研究[D].北京:清华大学,2004;

[3] 石琳.钢筋混凝土空心剪力墙板的试验研究与可行性分析[D].西安:西安建筑科技大学,2001;

[4] 杨永哲.钢筋混凝土空心剪力墙抗震性能试验研究及非线性有限元分析[D].西安:西安建筑科技大学,2004;

[5] 田士峰.高强混凝土剪力墙抗震试验及非线性分析[D].西安:西安建筑科技大学,2004;

[6] 曹万林,张建伟,田宝发.带暗支撑低矮剪力墙抗震性能试验及承载力计算[J].土木工程学报.2004,37(3):44-51;

[7] 曹万林,董宏英,胡国振.钢筋混凝土带暗支撑双肢剪力墙抗震性能试验研究[J].建筑结构学报,2004,25(3):22-28.

Relative Articles

[1]	ZHANG Hailong, ZHAO Xuehang, LI Haifeng. STUDY ON MECHANICAL PROPERTIES OF PERFORATED HIGH-STRENGTH STEEL PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 157-162,199. doi: 10.13204/j.gyjzG20022712
[2]	GUO Yanhong, YU Bentian, WANG Gongsheng, SUN Wen. RESEARCH ON BONDING PROPERTIES OF HIGH-STRENGTH CONCRETE WITH REBAR HRB600 UNDER STABLE CORROSION RATES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 26-31,68. doi: 10.13204/j.gyjzG20011902
[3]	LI Guochang, CAO Wenzheng, YANG Zhijian, FENG Xing, CHEN Bowen. MECHANICAL PROPERTIES OF HIGH-STRENGTH-CONCRETE-FILLED HIGH-STRENGTH-STEEL SQUARE-TUBE STUB COLUMNS UNDER BIAXIAL ECCENTRIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 152-159,193. doi: 10.13204/j.gyjzG19111310
[4]	Guo Yongchang, Zhong Jian, Xie Jianhe, Cen Yuqiao, Du Zhengpeng. EXPERIMENTAL STUDY OF AXIAL COMPRESSIVE BEHAVIOR OF CFRP-CONFINED HIGH-STRENGTH CONCRETE DAMAGED BY HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 1-5. doi: 10.13204/j.gyjz201410001
[5]	Jiang Ｒui, Dong Xiangjun, Liu Xin. RESEARCH ON PREPARATION AND ELEMENTARY MECHANICAL PROPERTIES OF PVA FIBER REINFORCED HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 106-109.
[6]	Yang Kun, Shi Qingxuan, Zhao Junhai, Guo Yani. AXIAL COMPRESSION PERFORMANCE OF HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 9-13,28. doi: 10.13204/j.gyjz201302002
[7]	Yang Songlin, Diao Bo. INFLUENCE OF STEEL FIBER GEOMETRY ON THE MECHANICAL PERFORMANCE OF ULTRA-HIGH PERFORMANCE FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 140-143,169. doi: 10.13204/j.gyjz201201027
[8]	Ye Xianguo, Wang Chengcheng, Chong Xun, Jiang Qing, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 86-90. doi: 10.13204/j.gyjz201207013
[9]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[10]	Ren Qingxin, Guo Junfeng, Jia Lianguang, Liu Deqing. PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 110-114,90. doi: 10.13204/j.gyjz201108026
[11]	Zhou Changdong, Zhao Feng, Zhang Airong, Zhang Die. THE MECHANICAL BEHAVIOR OF CONCRETE PIER STRENGTHENED WITH LATERAL PRE-STRESSED FRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 124-127,132. doi: 10.13204/j.gyjz200904028
[12]	Zeng Zhixing, Wu Xiaobin. EXPERIMENTAL RESEARCH ONMECHANICAL PERFORMANCE OF STEEL FIBER REINFORCED HAYDITE CONCRETE AFTER CARBONIZATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 93-96. doi: 10.13204/j.gyjz200901020
[13]	Liu Hongbin, Chen Jian, Jia Yudan, Ju Yang, Ye Guangli. PREPARATION TECHNOLOGY AND MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 74-78. doi: 10.13204/j.gyjz200806020
[14]	Li XuPing. LONG-TERM MECHANICAL PROPERTIES OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 80-84. doi: 10.13204/j.gyjz20081020
[15]	Gao Danying, Zhao Wei, Zhang Tingyi, Wang Baoting. INFLUENCE OF STEEL FIBER VOLUME FRACTION ON THE FRACTURE PERFORMANCE OF HIGH STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 50-53,108. doi: 10.13204/j.gyjz200808014
[16]	Huo Jun-fang. STUDY ON THE MECHANICAL PROPERTIES OF LIGHTWEIGHT AGGREGATE CONCRETE IMPROVED BY STEEL FIBERSMETHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 96-99. doi: 10.13204/j.gyjz200712023
[17]	Ouyang Yu, Lai Xiaojun. EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 77-81. doi: 10.13204/j.gyjz200705020
[18]	Lai Jianzhong, Sun Wei, Dong Hexiang. MECHANICAL PERFORMANCE OF SYNTHETIC STRUCTURAL FIBER REINFORCED CONCRETE AND BOND BEHAVIOUR OF FIBER-MATRIX INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 94-97. doi: 10.13204/j.gyjz200611023
[19]	Wang Ping, Xiao Jianzhuan, Chen Ruisheng, Zheng Xuebin. EXPERIMENTAL STUDY ON EFFECT OF POLYPROPYLENE FIBER ON MECHANICAL PROPERTY OF HIGH PERFORMANCE CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 67-69,77. doi: 10.13204/j.gyjz200511020
[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