Cyclic performance of concrete-filled double-skin steel tube frames strengthened with beam-only-connected composite steel plate shear walls

2020 ◽  
Vol 31 ◽  
pp. 101376 ◽  
Author(s):  
Yi Hu ◽  
Junhai Zhao ◽  
Dongfang Zhang ◽  
Yingping Li
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Tube ◽  
Cyclic Performance ◽  
Steel Plate Shear Walls ◽  
Double Skin ◽  
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

scholarly journals Numerical Investigation of Double Corrugated Steel Plate Shear Walls

2021 ◽  
Vol 10 (1) ◽  
pp. 44-58 ◽  
Author(s):  
S.M. Ghodratian-Kashan ◽  
S. Maleki
Keyword(s):  
Steel Plate ◽  
Plate Thickness ◽  
Shear Walls ◽  
Hysteretic Behavior ◽  
Cyclic Performance ◽  
Initial Stiffness ◽  
Flat Plates ◽  
Steel Plate Shear Walls ◽  
Study Results ◽  
Corrugated Plates

Recently, corrugated steel plate shear walls have been shown to be an efficient lateral force resisting system for building structures. Corrugated plates have higher out-of-plane stiffness and improved buckling stability in comparison with flat plates which result in improved hysteretic behavior. However, the thickness of the corrugated plates may be limited due to the cold-form process restrictions. This paper investigates the cyclic performance of double corrugated steel plate shear walls. One-story single-bay specimen was designed and modelled and parametric studies were performed. The parametric study considered the orientation of corrugated plates (horizontal or vertical), disconnection of infill plates from columns, disconnection of infill plates from each other, infill plate thickness and infill plate aspect ratio on cyclic performance of double corrugated steel plate shear walls. The present study results show that proper selection of the aforementioned parameters can lead to a desirable cyclic performance. In the end, a recommendation for calculating initial stiffness and ultimate strength of double corrugated steel plate shear walls is given.

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

The Seismic Behaviour of the Materials Used in the Steel-Plate Shear Walls with Concrete Filled Steel Tube Columns

2011 ◽  
Vol 194-196 ◽  
pp. 2014-2017 ◽  
Author(s):  
Yao Hong Wang ◽  
Wan Lin Cao ◽  
Gang Li
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Steel Tube ◽  
Seismic Behaviour ◽  
Element Analysis ◽  
Steel Plate Shear Walls ◽  
Concrete Filled Steel Tube ◽  
The Finite Element Analysis ◽  
Calculation Results ◽  
Materials Used

Based on the experiment, the author has made the finite element analysis of three steel-plate shear walls with concrete filled steel tube columns. The calculation results are very close to test results. It proof that the means of making models in this paper is reasonable and the results of the calculation are faithful. All of the study show that the materials used in the three walls have good seismic behavior.

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