scholarly journals Experimental and numerical investigation of novel partially connected steel plate shear walls

2017 ◽  
Vol 132 ◽  
pp. 1-15 ◽  
Author(s):  
Mu-Wang Wei ◽  
J Y Richard Liew ◽  
Du Yong ◽  
Xue-Yi Fu
Keyword(s):  
Numerical Investigation ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

Numerical investigation on ultimate shear strength of steel plate shear walls

2014 ◽  
Vol 84 ◽  
pp. 78-90 ◽  
Author(s):  
Elsayed B. Machaly ◽  
Sherif S. Safar ◽  
Mostafa A. Amer
Keyword(s):  
Shear Strength ◽  
Numerical Investigation ◽  
Steel Plate ◽  
Shear Walls ◽  
Ultimate Shear Strength ◽  
Steel Plate Shear Walls

Experimental and numerical investigation of assembled multi-grid corrugated steel plate shear walls

2022 ◽  
Vol 251 ◽  
pp. 113544
Author(s):  
Shuangshuang Jin ◽  
Qiuyun Wang ◽  
Jie Zhou ◽  
Jiulin Bai
Keyword(s):  
Numerical Investigation ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

On optimum perforation layout in low-rise steel plate shear walls

2021 ◽  
pp. 1-11
Author(s):  
N. Naraki ◽  
M. R. Mahini ◽  
A. R. Fiouz ◽  
G. Cocchetti
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

scholarly journals Experimental Investigation of Steel Plate Shear Walls under Shear-Compression Interaction

2019 ◽  
Vol 2019 ◽  
pp. 1-11
Author(s):  
Yang Lv ◽  
Ling Li ◽  
Di Wu ◽  
Bo Zhong ◽  
Yu Chen ◽  
...  
Keyword(s):  
Stress Distribution ◽  
Steel Plate ◽  
Axial Stress ◽  
Shear Walls ◽  
Shear Capacity ◽  
Steel Plate Shear Walls ◽  
Steel Plate Shear Wall ◽  
Gravity Load ◽  
Moment Resisting ◽  
Axial Stress Distribution

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.

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