Numerical and analytical study of ultimate capacity of steel plate shear walls with partial plate-column connection (SPSW-PC)

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 3066-3080
Author(s):  
Mojtaba Gorji Azandariani ◽  
Ali Mohammad Rousta ◽  
Masoud Mohammadi ◽  
Maria Rashidi ◽  
Hamid Abdolmaleki
Keyword(s):  
Analytical Study ◽  
Steel Plate ◽  
Shear Walls ◽  
Ultimate Capacity ◽  
Steel Plate Shear Walls ◽  
Plate Column

scholarly journals Analytical Study on the Strengthened Steel Plate Shear Walls by FRP Laminate

2013 ◽  
Vol 54 ◽  
pp. 377-386 ◽  
Author(s):  
Fariborz Nateghi-Alahi ◽  
Masoud Khazaei-Poul
Keyword(s):  
Analytical Study ◽  
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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