scholarly journals COMPARE THE BEHAVIOR FACTOR OF THE ULTIMATE RESISTANCE OF MOMENT FRAME, PLAIN AND PERFORATED STEEL PLATE SHEAR WALLS AND BUCKLING RESTRAINED BRACE AS YIELDING METAL DAMPER

2016 ◽  
Vol 10 (29) ◽  
pp. 1-12 ◽  
Author(s):  
Hamid Ashrafi ◽  
Peyman Beiranvand ◽  
Kasra Shahbazian ◽  
Shaahin Bidmeshki ◽  
Somaye Yaghooti
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Moment Frame ◽  
Steel Plate Shear Walls ◽  
Behavior Factor ◽  
Buckling Restrained Brace ◽  
Ultimate Resistance

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.

On the design of stiffeners in steel plate shear walls

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