scholarly journals Experimental and analytical study on the behavior of steel plate shear walls with box-shaped columns under cyclic loading

2015 ◽  
Author(s):  
Nader Khajeh Ahmad Attari ◽  
Mohammadhossein Akhavan Sigariyazd ◽  
Reihane Tavakoli
Keyword(s):  
Cyclic Loading ◽  
Analytical Study ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

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

Investigation of semi-supported steel plate shear walls with different infill plates under cyclic loading

2020 ◽  
pp. 1-24
Author(s):  
Yan Cao ◽  
Mohammad Hasan Asadi ◽  
Rayed Alyousef ◽  
Shahrizan Baharom ◽  
Abdulaziz Alaskar ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

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

Perforated steel plate shear walls with curved corrugated webs under cyclic loading

Structures ◽  
2020 ◽  
Vol 24 ◽  
pp. 600-609 ◽  
Author(s):  
Milad Bahrebar ◽  
James B.P. Lim ◽  
George Charles Clifton ◽  
Tadeh Zirakian ◽  
Amir Shahmohammadi ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Corrugated Webs

Experimental Investigation on Four Types of Steel Plate Shear Walls

2012 ◽  
Vol 166-169 ◽  
pp. 657-663
Author(s):  
Feng Li ◽  
Shen Li ◽  
Guan Nan Wu ◽  
Dong Wang
Keyword(s):  
Energy Dissipation ◽  
Cyclic Loading ◽  
Steel Plate ◽  
Shear Walls ◽  
Lateral Stiffness ◽  
Loading Capacity ◽  
Steel Plate Shear Walls ◽  
Steel Plate Shear Wall ◽  
Pinch Effect ◽  
Thin Steel Plate

The overall seismic performance of steel plate shear walls, including unstiffened SPSW, cross-stiffened SPSW, and SPSW with opening, SPSW with slits and holes, under low cyclic loading were tested. Contrastive analyze their hysteretic curve, loading capacity, lateral stiffness, ductility and energy dissipation coefficient. Results indicate that the unstiffened SPSW seem to be with high resistance lateral stiffness and carrying capacity; however its hysteretic curve show pinch effect obviously. When cross-stiffener was set on unstiffened SPSW, the resistance lateral stiffness and loading capacity can be significantly improved. However, the pinch effect of hysteretic curve does not distinctly change. The resistance lateral stiffness and loading capacity of SPSW with holes and slits is lower, however hysteretic curve is full. In addition, the energy dissipation capacity and the phenomenon which the thin steel plate shear wall shows the zero stiffness even negative stiffness at the point of zero displacement under cyclic loading are dramatically improved.

Cyclic Loading Response of Composite Corrugated Steel Plate Shear Walls - Smart Technic

2021 ◽  
Vol 14 (4) ◽  
pp. 131-145
Author(s):  
Nabaa Salah Hassan
Keyword(s):  
Cyclic Loading ◽  
Steel Plate ◽  
Shear Walls ◽  
Shear Wall ◽  
Structural Elements ◽  
Structural Element ◽  
Steel Plate Shear Walls ◽  
Composite Shear Wall ◽  
Steel Shear Wall ◽  
Composite Shear

The structural element within the whole structure contains structural elements like beams, slabs, columns and reinforced concrete walls. One of the most vertical structural elements is shear wall that built to giving stability to the building, resisting lateral force such as earthquake and wind and to reduce the building deformations.  In present study, the analysis of corrugated vertical steel plate shear walls using finite element method by ABAQUS software is examined. Four different modes are analysed in which the first model is vertical corrugated steel shear wall plate, second is the composite shear wall with full interaction, third is the composite shear wall and finally the fourth model is composite shear wall with gap between concrete panel and steel frame to check out the full performance of different shear wall under the effects of cyclic loadings. Displacement, drift and energy dissipation will investigate throughout analysis.  Analysis results indicated that the gap and composite action between steel and concrete panel play an important role on the performance of shear wall under cyclic loading. The decrease in displacement of composite shear wall as compared with the steel shear wall reach 11.86%.

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