Experimental study of opening effects on mid-span steel plate shear walls

2017 ◽  
Vol 137 ◽  
pp. 8-18 ◽  
Author(s):  
Sina Nassernia ◽  
Hossein Showkati
Keyword(s):  
Experimental Study ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

Experimental Study of Thin Steel‐Plate Shear Walls under Cyclic Load

1993 ◽  
Vol 119 (2) ◽  
pp. 573-587 ◽  
Author(s):  
Vincent Caccese ◽  
Mohamed Elgaaly ◽  
Ruobo Chen
Keyword(s):  
Experimental Study ◽  
Cyclic Load ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls ◽  
Thin Steel ◽  
Thin Steel Plate

Experimental study on steel plate shear walls with novel plate-frame connection

2021 ◽  
Vol 180 ◽  
pp. 106601
Author(s):  
Jinguang Yu ◽  
Jie Huang ◽  
Bo Li ◽  
Xiaotian Feng
Keyword(s):  
Experimental Study ◽  
Steel Plate ◽  
Shear Walls ◽  
Steel Plate Shear Walls

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.

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