QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT

YU Haifeng; HAO Mengtian; MA Jiansuo; YU Ke

doi:10.13204/j.gyjz202005005

Volume 50 Issue 5

Jul. 2020

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(5): 24-30

YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005

Citation:

YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005

Citation:

YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005

PDF( 3656 KB)

QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT

doi: 10.13204/j.gyjz202005005

1. School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang 050018, China;
2. Zhangjiakou University, Zhangjiakou 075000, China;
3. Zhongjian City Construction Development Co., Ltd., Beijing 100037, China

Received Date: 2019-10-29
Publish Date: 2020-07-14

Abstract

Abstract

The connection of embedded steel plate and bolt is a new type of vertical connection for prefabricated concrete shear wall. In order to study the seismic behavior, quasi-static test was conducted on two shear walls with vertical connection and stirrup bolted connection respectively, and the test was simulated by using the ABAQUS software. The indexes for the two types of shear walls, including the bearing capacity, stiffness, ductility and energy consumption, were analyzed and compared. The results showed that the two types of shear walls both had good mechanical properties. The shear wall with vertical connections of embedded steel plate and bolt had a slightly smaller bearing capacity, stiffness and energy consumption capacity, and a slightly larger ductility compared with the shear wall with stirrup bolted connection. In general, the numerical simulation results could agree well with the test results.
- prefabricated shear wall,
- vertical connection,
- seismic behavior,
- quasi-static test,
- numerical analysis

FullText(HTML)

References(16)

References

李爱群,王维,贾洪,等.预制钢筋混凝土剪力墙结构抗震性能研究进展(Ⅰ):接缝性能研究[J].防灾减灾工程学报,2013,33(5):600-605.

吴东岳.浆锚连接装配式剪力墙结构抗震性能评价[D].南京:东南大学,2016.

VAGHEI R, HEJAZI F, TAHERI H, et al. Evaluate Performance of Precast Concrete Wall to Wall Connection[J]. APCBEE Procedia, 2014(9):285-290.

万里波,许国山,杨清波,等.箍筋插销连接剪力墙拟静力试验研究[J].工业建筑, 2016, 46(4):60-64.

SØRENSEN J H, HOANG L C, OLESEN J F, et al. Test and Analysis of a New Ductile Shear Connection Design for RC Shear Walls[J]. Structural Concrete, 2018(1):189-204.

闫文赏,苏幼坡,陈建伟.预制钢管混凝土剪力墙箍筋插销连接竖缝抗剪强度分析[J].工业建筑,2018,48(2):176-181.

刘继新, 李文峰, 王啸霆,等. 新型装配整体式墙体抗震性能试验研究[J]. 地震工程与工程振动, 2012(6):110-118.

黄远, 许铭, 张锐. 全装配式混凝土结构界面软索连接拼缝抗剪性能试验研究[J]. 湖南大学学报(自然科学版), 2014(6):22-27.

NYE T K, PANTELIDES C P, BURNINGHAM C A. Unidirectional GFRP Composite Connections Between Precast Concrete Wall Panels Under Simulated Seismic Loads[J].Composite Structures, 2018, 203:624-635.

GUO T, WANG L, XU Z K, et al. Experimental and Numerical Investigation of Jointed Self-Centering Concrete Walls with Friction Connectors[J]. Engineering Structures, 2018, 161:192-206.

孙建,邱洪兴,谭志成,等.采用螺栓连接的工字形全装配式RC剪力墙试验研究[J].工程力学, 2018, 35(8):172-183

,191.

杨清波. 预制混凝土剪力墙盒子结构足尺模型抗震性能试验研究[D].哈尔滨:哈尔滨工业大学,2015.

中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011-2010[S].北京:中国建筑工业出版社,2010.

中华人民共和国住房和城乡建设部.建筑抗震试验规程:JGJ/T 101-2015[S].北京:中国建筑工业出版社,2015.

孙建. 新型全预制装配式剪力墙结构抗震性能研究[D].南京:东南大学,2016.

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,2010.

Relative Articles

Supplements(0)

Cited By

Proportional views