RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM

CHEN Weigang; ZHANG Huikai; ZHOU Xiongliang; SHU Ganping; ZHOU Guangen; QIN Ying

doi:10.13204/j.gyjz202003004

Volume 50 Issue 3

Mar. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(3): 19-23,28

CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying. RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004

Citation:

CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying. RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004

Citation:

CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying. RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004

PDF( 3676 KB)

RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM

doi: 10.13204/j.gyjz202003004

1. Zhejiang Southeast Space Frame Company Limited, Hangzhou 311209, China;
2. School of Civil Engineering, Southeast University, Nanjing 211189, China

Received Date: 2019-10-20

Abstract

Abstract

Based on the construction features of double-skin multi-cavity composite walls with steel truss,four new different configurations of the double-skin multi-cavity composite wall with steel truss to H-shaped steel beams connections proposed, so as to design four full-scale wall-beam joints (standard joint, cover-plate joint, vertical-plate joint and binding-plate joint). The finite element analysis (FEA) of specimens was carried out by using ANSYS software. The results showed that the four joints eventually cracked and failured at the flanges steel beam at the end of external plate, and could achieve the expected goal of shift-away of plastic hinge. The hysteresis loops were plump, which indicated that four wall-beam connections were possessed of good seismic behavior. Therefore, the four joints met the requirements of seismic design of Code for Seismic Design of Buildings (GB 50011—2010), which could be applied to the structure of composite wall with double skins stiffened by steel truss.
- double-skin multi-cavity composite walls with steel truss,
- wall-beam connections,
- seismic behavior,
- finite element analysis

FullText(HTML)

References(11)

References

QIN Y, SHU G P, ZHOU X L, et al. Height-Thickness Ratio on Axial Behavior of Composite Wall with Truss Connector[J]. Steel and Composite Structures, 2019, 30(4):315-325.

聂建国,秦凯,张桂标. 方钢管混凝土柱内隔板式节点的抗弯承载力研究[J]. 建筑科学与工程学报,2005,22(1):42-49.

庄磊. 方管柱-H型钢梁隔板贯通式节点抗震性能研究[D]. 上海:同济大学,2006.

陈志华,苗纪奎. 方钢管混凝土柱-H型钢梁外肋环板式节点研究[J]. 工业建筑,2005,35(10):61-63.

李杰. 钢管束组合剪力墙与钢梁节点抗震性能研究[D]. 天津:天津大学,2015.

中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社, 2018.

韩林海. 钢管混凝土结构:理论与实践[M].北京:科学出版社,2007.

中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010-2010[S]. 北京:中国建筑工业出版社, 2016.

王新敏,李义强,许宏伟. ANSYS结构分析单元与应用[M].北京:人民交通出版社,2011.

林坤洪. 新型方钢管柱与H型钢梁下贯上环隔板式节点受力性能研究与应用[D]. 南京:东南大学,2016.

QIN Y, SHU G P, ZHANG H K, et al. Experimental Cyclic Behavior of Connection to Double-Skin Composite Wall with Truss Connector[J]. Journal of Constructional Steel Research, 2019,162:1-17.

Relative Articles

[1]	ZHU Mingqiao, TAN Yiping, TAN Xiaopeng, DONG Jiarui, LIU Wanli. Seismic Performance Analysis of UHPC Composite Columns Confined by GFRP Tubes[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 211-219. doi: 10.3724/j.gyjzG23071011
[2]	WANG Huifang, MAO Ming, ZHANG Zhenwen, TONG Keting, LI Yushun. Finite Element Analysis of Bending Properties of Prestressed Steel-Bamboo Combined I-Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 126-133. doi: 10.13204/j.gyjzG22110102
[3]	TANG Zhengfeng, SHAN Qifeng, TONG Keting, GE Yumeng, LI Yushun. Finite Element Analysis of Bending Performance of Steel-Bamboo Composite Double-Chamber Box Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 69-77. doi: 10.3724/j.gyjzG23112009
[4]	YU Jinghai, HAN Ping, LI Luchuan, YAN Xiangyu, ZHAO Siyu. Experimental and Finite Element Analysis of New Type of Cross-Shaped Gusset-Plate Support Connections to Slotted Tubular Memebers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 129-137. doi: 10.13204/j.gyjzG20121409
[5]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[6]	XIONG Qingqing, GUI Haiwei, ZHANG Wang, LI Ge. Finite Element Parametric Analysis of Seismic Performance of Wide-Flange L-Shaped CFST Composite Columns with Built-in PBL[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 7-16,173. doi: 10.13204/j.gyjzG22042402
[7]	LIU Lianbo, ZHOU Ming, WANG Xintang. Mechanical Property Experiments and Finite Element Analysis of Joints Between H-Steel Beams and Columns After Fire[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 107-112. doi: 10.13204/j.gyjzG22092306
[8]	WANG Weiyong, YANG Qibo, LIANG Zhanshuo, OU Ying, JIANG Xianchun. Seismic Response of the Joint Between Steel Truss Concrete Composite Shear Wall and Steel Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 39-48. doi: 10.13204/j.gyjzG22040401
[9]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[10]	GAO Ziqi, ZHANG Jintao, ZHANG Hao, HAO Han, GUO Rui. FINITE ELEMENT ANALYSIS OF FLEXURAL BEHAVIOR OF DAMAGED RC BEAMS REINFORCED BY FRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 44-50,43. doi: 10.13204/j.gyjzG20110321
[11]	ZHANG Xiangwei, LIU Jiming, WU Chenglong, WANG Chuanyi, TAN Wenya, QIAO Guangde. RESEARCH ON ASEISMIC PERFORMANCES OF BASE JOINTS FOR PREFABRICATED COMPOSITE STEEL-CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 137-144. doi: 10.13204/j.gyjzG20070705
[12]	ZHANG Ailin, SU Lei, CAO Zhiliang, PU Shuanghui, LIN Haipeng. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 59-65,89. doi: 10.13204/j.gyjzG21012710
[13]	HAN Jianhong, ZHOU Guangen, SHU Ganping, ZHOU Xiongliang, QIN Ying, HE Yunfei. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 13-18,50. doi: 10.13204/j.gyjz202003003
[14]	PANG Rui, DING Shusu, WANG Lu, WANG Yixiao, WANG Wenjie. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 156-162. doi: 10.13204/j.gyjzG19112401
[15]	DU Erfeng, ZHOU Xiongliang, QIN Le, HE Yunfei, SHU Ganping, ZHOU Guangen. EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 24-28. doi: 10.13204/j.gyjz202003005
[16]	HE Yunfei, SHU Ganping, ZHOU Guangen, QIN Ying, ZHOU Xiongliang. RESEARCH ON THE STABILITY OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 8-12. doi: 10.13204/j.gyjz202003002
[17]	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
[18]	Yang Yiting, Gong Chao, Hou Zhaoxin, Li Chengjiang. FINITE ELEMENT ANALYSIS OF MECHANICAL BEHAVIOR OF NEW TYPE HIGH STRENGTH STEEL-CONCRETE FLAT BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 39-42. doi: 10.13204/j.gyjz201403010
[19]	Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024
[20]	Chen Yu, Chen Yiyi, Huang Yongqiang. EXPERIMENTAL STUDY AND FEM ANALYSIS ON SIMULATION OF LOCAL TRANSFERING FORCE IN RECTANGLE STEEL TUBE TRUSS JOINT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 10-13. doi: 10.13204/j.gyjz200511003

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	陈丽华，石锦涛. 基于有限元的端板式组合剪力墙-钢梁节点抗震性能研究. 合肥工业大学学报(自然科学版). 2025(01): 127-135+144 .
2.	舒赣平，范圣刚，陆金钰，郑宝锋，秦颖. 三种新型钢结构体系研究. 建筑结构. 2024(19): 99-106 .
3.	张金铎，游业刚，张高歌，张纪刚. 双钢板组合剪力墙研究综述. 低温建筑技术. 2023(01): 68-72+77 .
4.	黄丹，王卫永. 装配式钢结构建筑体系研究及应用综述. 建筑钢结构进展. 2022(08): 1-18 .

Other cited types(8)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (93) PDF downloads(2)