Analysis of composite steel plate shear walls connected with frame beams only

2013 ◽  
Vol 166 (9) ◽  
pp. 507-518 ◽  
Author(s):  
Lanhui Guo ◽  
Qin Rong ◽  
Xinbo Ma ◽  
Sumei Zhang
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Composite Steel

scholarly journals Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates

2017 ◽  
Vol 16 (2) ◽  
pp. 249-261 ◽  
Author(s):  
Hossein Khosravi ◽  
◽  
Sayed Shoaib Mousavi ◽  
Gholamreza Tadayonfar ◽  
◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Steel Plate ◽  
Numerical Study ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Corrugated Plates ◽  
Composite Steel

Shear Performance of Composite Steel Plate Shear Walls with Trilateral Constrained by Experimental Study

2010 ◽  
Vol 163-167 ◽  
pp. 239-244
Author(s):  
Zhen Guo ◽  
Ying Shu Yuan
Keyword(s):  
Experimental Study ◽  
Shear Strength ◽  
Steel Plate ◽  
Shear Walls ◽  
Thickness Ratio ◽  
Steel Plates ◽  
Initial Stiffness ◽  
Steel Plate Shear Walls ◽  
Small Width ◽  
Composite Steel

An experimental study was performed to investigate the structural capacity of composite steel plate walls with trilateral constrained. Six one-third-scale models of one-story prototype walls with composite steel plate shear walls were tested. The parameters for this test were the width-thickness ratio of infill steel plates and the strength of compound precast plate. Regardless of the infill plate design, the steel plate wall specimens exhibited excellent strength, deformation capacity. The design of boundary connection method is important to small width-thickness ratio of infill plates. Bolt sliding between the infill steel plates and boundary frame would decrease initial stiffness and shear strength of the steel plate shear walls. And more, this result indicates that the initial stiffness and shear strength would be improved highly with compound precast plate as resistant-lateral of infill steel plate. But the precast plate must be have sufficient strengh in design.

Proposition of an equivalent reduced thickness for composite steel plate shear walls containing an opening

2020 ◽  
Vol 168 ◽  
pp. 105985 ◽  
Author(s):  
Mohammad Meghdadian ◽  
Nima Gharaei-Moghaddam ◽  
Alireza Arabshahi ◽  
Navid Mahdavi ◽  
Mansour Ghalehnovi
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Composite Steel

scholarly journals A Composite Steel Plate Shear Walls for Offshore Constructions

2014 ◽  
Vol 13 ◽  
pp. 04015
Author(s):  
Thar M. Badri Albarody ◽  
Zahiraniza Bt Mustaffa ◽  
Mohd Shahir Liew ◽  
Iraj Toloue ◽  
Mahdi Razavi Setvati
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Composite Steel
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