Design and shaking table test of a ten-storey building with steel plate shear walls partially connected to columns

2022 ◽  
pp. 103982
Author(s):  
Feng Liqiang ◽  
Li Feng ◽  
Niu Changlin ◽  
Wei Hongliang ◽  
Ji Shuyan ◽  
...  
2017 ◽  
Vol 137 ◽  
pp. 254-261 ◽  
Author(s):  
Minglan Ge ◽  
Jiping Hao ◽  
Jinguang Yu ◽  
Puzhen Yan ◽  
Shaocheng Xu

2019 ◽  
Vol 2019 ◽  
pp. 1-11
Author(s):  
Yang Lv ◽  
Ling Li ◽  
Di Wu ◽  
Bo Zhong ◽  
Yu Chen ◽  
...  

Four scaled one-storey single-bay steel plate shear wall (SPSW) specimens with unstiffened panels were tested to determine their behaviour under cyclic loadings. The shear walls had moment-resisting beam-to-column connections. Four different vertical loads, i.e., 300 kN, 600 kN, 900 kN, and 1200 kN, representing the gravity load of the upper storeys were applied at the top of the boundary columns through a force distribution beam. A horizontal cyclic load was then applied at the top of the specimens. The specimen behaviour, envelope curves, axial stress distribution of the infill steel plate, and shear capacity were analyzed. The axial stress distribution and envelope curves were compared with the values predicted using an analytical model available in the literature.


2009 ◽  
Vol 65 (10-11) ◽  
pp. 2069-2077 ◽  
Author(s):  
M.M. Alinia ◽  
R. Sarraf Shirazi

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