Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls

LI Yun; LIU Yang; ZHANG Xianlong; HE Fujiangshan; FENG Ruoqiang

doi:10.13204/j.gyjzG21081212

Volume 52 Issue 11

Nov. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(11): 32-38

Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF CRACK CONTROL ON PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 20-23,7. doi: 10.13204/j.gyjz201112005

Citation:

LI Yun, LIU Yang, ZHANG Xianlong, HE Fujiangshan, FENG Ruoqiang. Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 32-38. doi: 10.13204/j.gyjzG21081212

Citation:

PDF( 5380 KB)

Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls

doi: 10.13204/j.gyjzG21081212

1. China Building 7 Bureau(Shanghai) Co., Ltd., Shanghai 201800, China;
2. School of Civil Engineering, Southeast University, Nanjing 211189, China

Received Date: 2021-08-12

Abstract

Abstract

In order to study the hysteretic perfomance of grid-tube double steel plate composite shear wall under strong earthquake, the ABAQUS finite element model considering plastic damage of concrete and ductile damage of steel plate in grid-tube double steel plate composite shear wall was established. And the hysteretic curves, skeleton curves and failure modes of the structure under horizontal reciprocating loads were studied. Firstly, the numerical model of grid-tube double-steel-plate composite shear wall considering damage accumulation was verified by prototype test, and the computational accuracy of the model was evaluated from hysteretic curves and skeleton curves. Then, the axial compression ratio and shear-span ratio were analyzed. It could provide a reference for the engineering application of grid-tube double steel plate composite shear walls.
- grid-tube-type,
- composite shear wall,
- double steel plate shear wall,
- hysteretic performance,
- skeleton curve

FullText(HTML)

References(16)

References

[1]	徐彤. 格栅式钢板混凝土组合剪力墙的低周反复荷载试验研究[D]. 南京:东南大学, 2017.
[2]	郝婷玥, 曹万林, 董宏英,等. 不同构造内置钢板-混凝土组合剪力墙轴压性能试验研究[J]. 建筑结构学报, 2016, 37(5):25-33.
[3]	曹万林, 张文江, 张建伟,等. 钢管混凝土边框内藏钢板组合剪力墙抗震研究[J]. 土木工程与管理学报, 2011, 28(3):219-225.
[4]	干淳洁. 内置钢板钢筋混凝土剪力墙抗震性能研究[D].上海:同济大学,2008.
[5]	吕西林, 干淳洁, 王威. 内置钢板钢筋混凝土剪力墙抗震性能研究[J]. 建筑结构学报, 2009, 30(5):89-96.
[6]	聂建国,卜凡民,樊健生.低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2011,32(11):74-81.
[7]	卜凡民,聂建国,樊健生.高轴压比下中高剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2013,34(4):91-98.
[8]	纪晓东,蒋飞明,钱稼茹,等.钢管-双层钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2013,34(6):75-83.
[9]	程春兰,周德源,王斌.双钢板混凝土组合剪力墙试验研究及结构弹塑性时程分析[J].振动与冲击,2017,36(1):255-260.
[10]	武晓东,童乐为.带方钢管混凝土端柱隔板连接双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2019,40(12):41-50.
[11]	EPACKACHI S, WHITTAKER A S, VARMA A H, et al. Finite element modeling of steel-plate concrete composite wall piers[J]. Engineering Structure, 2015,100:369-384.
[12]	HOSSAIN KMA, RAFIEI S, LACHEMI M. Structural performance of profiled composite wall under in-plane cyclic loading[J]. Engineering Structures, 2016,110:88-104.
[13]	NAKISA H, SIAMAK E, MOHAMMAD T K. Macro modeling of steel-concrete composite shear walls[J]. Structures,2020,23:383-406.
[14]	尧国皇.钢管混凝土构件在复杂受力状态下的工作机理研究[D].福州:福州大学,2006.
[15]	美国混凝土学会. 美国房屋建筑混凝土结构规范(ACI 318-05)及条文说明:ACI 318R-05[M]. 重庆:重庆大学出版社, 2007.
[16]	BALTAY P,GJELSVIK A. Coefficient of friction for steel on concrete at high normal stress[J]. Journal of Materials in Civil Engineering,1990,2(1):46-49.

Relative Articles

[1]	Ding Ting Ye Yinghua Liu Yan, . EXPERIMENTAL RESEARCH ON EFFECTS OF CRACK WIDTH ON THE CONDUCTIVE PROPERTY OF CFCC FOR AIRPORT PAVEMENT DEICING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 118-121. doi: 10.13204/j.gyjz201507024
[2]	RESEARCH ON MOMENT AMPLITUDE-MODULATION COEFFICIENT OF BEAM ENDS OF PRESTRESSED FABRICATED PC FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 56-59.
[3]	Shi Mingzheng. CRACK CONTROL OF PRESTRESSED CONCRETE STRUCTURES BASED ON NOMINAL TENSILE STRESS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 64-66,11. doi: 10.13204/j.gyjz201311015
[4]	Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Fengjian, Yin Lei, Xu Jie. STUDY ON CRACK WIDTHS OF NORMAL SECTIONS OF RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 64-67. doi: 10.13204/j.gyjz201305014
[5]	Li Longqi, Zhou Donghua, Xu Bin, Wang Peng. THE LARGEST DIAMETER OF STEEL BAR FOR CONTROLLING CRACK WIDTH OF REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 88-92. doi: 10.13204/j.gyjz201312016
[6]	Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022
[7]	Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENTAL INVESTIGATION AND CRACK RESISTANCE ANALYSIS ON LARGE SCALE PRESTRESSED STEEL REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 16-19. doi: 10.13204/j.gyjz201112004
[8]	Xiong Xueyu, LüPin, Cheng Chen, Li Yuan. THE EFFECT OF SECOND AXIAL FORCE ON BEARING CAPACITY OF PRESTRESSED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 8-11. doi: 10.13204/j.gyjz201112002
[9]	Xiong Xueyu, Cheng Chen, Li Yuan, LüPin. STUDY ON THE CONSTRUCTION PROCESS OF PRESTRESSED CONCRETE FRAME TAKING ACCOUNT OF THE IMPACT OF THE SECONDARY INTERNAL FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 12-15. doi: 10.13204/j.gyjz201112003
[10]	Gao Ruiping, Qiu Hongxing, Hu Tao, Ding Zhenkun, Lan Zongjian. EXPERIMENTAL RESEARCH ON CRACK WIDTH OF HRB500 STEEL BARS RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 66-70. doi: 10.13204/j.gyjz201003016
[11]	Wang Xin, Meng Shaoping, Xiong Jun. DISCUSSION ON CRACK CONTROL OF ECCENTRICALLY TENSIONED PRESTRESSED MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 18-20. doi: 10.13204/j.gyjz200912005
[12]	Zhao Yong, Wang Xiaofeng, Su Xiaozu, Cheng Zhijun. EXPERIMENTAL RESEARCH ON THE EFFECTS OF SURFACE REINFORCEMENT ON CRACK SPACING AND WIDTH OF REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 29-32. doi: 10.13204/j.gyjz200911008
[13]	Zhang Wei, Geng Shujiang, Zhu Jianguo, Jiang Tao, Wang Mingping. EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 22-25. doi: 10.13204/j.gyjz200911006
[14]	Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021
[15]	Lu Qinxian, Hu Di. STRESS OF REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH CONTROLLED CRACK WIDTH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 46-49. doi: 10.13204/j.gyjz200804013
[16]	Shen De-jian, Wu Sheng-xing. EXPERIMENTAL STUDY ON THE LONGITUDINAL CRACKS DUE TO STEEL CORROSION IN CONCRETE BEAMS IN ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 77-80. doi: 10.13204/j.gyjz200711021
[17]	Xiao Hongju, Han Juhong, Zhang Leishun, Bi Suping. THE EXPERIMENTAL RESEARCH ON CRACK WIDTH ON HRB400 STEEL BARS REINFORCED CONCRETE BENDING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 51-54. doi: 10.13204/j.gyjz200708014
[18]	Zhang Yuming, Meng Shaoping. STUDY ON SIMPLIFIED CALCULATION METHOD FOR SECONDARY MOMENT OF PRESTRESSED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 44-46. doi: 10.13204/j.gyjz200603012
[19]	Liu Hui-ping. INFLUENCE OF SECONDARY MOMENT ON THE MECHANICAL PROPERTIES OF PPC CONTINUOUS BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 57-58. doi: 10.13204/j.gyjz200607014
[20]	Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019