Experimental Study of Composite Steel Plate Shear Wall with Flush End-Plate Connection

2019 ◽  
Vol 20 (1) ◽  
pp. 136-155
Author(s):  
Jin-Guang Yu ◽  
Xiao-Tian Feng ◽  
Ji-Ping Hao ◽  
Xi Gao
Keyword(s):  
Experimental Study ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
End Plate ◽  
Plate Connection ◽  
Composite Steel

Literature Review of Seismic Behavior of Composite Steel Plate Shear Wall

2013 ◽  
Vol 671-674 ◽  
pp. 1408-1413
Author(s):  
Ning Zhou ◽  
Feng Xiong ◽  
Qun Yi Huang ◽  
Qi Ge ◽  
Jiang Chen
Keyword(s):  
Seismic Behavior ◽  
Steel Plate ◽  
Concrete Slab ◽  
Shear Wall ◽  
Lateral Force ◽  
Steel Plates ◽  
Steel Plate Shear Wall ◽  
Existing Problems ◽  
Energy Dissipation Capacity ◽  
Composite Steel

Composite steel plate shear wall (CSPSW), as a new lateral force resisting structure composed of steel plate and concrete slab, is introduced. CSPSWs can fully display the superiority of the steel plate and concrete. Ductility and energy dissipation capacity of the walls are increased and seismic behavior is improved. Recent seismic research around the word of two kinds of CSPSWs, namely, CSPSW with signal steel plate and CSPSW with double steel plates, is presented and discussed comprehensively. Some existing problems in current research of the walls are also reviewed in this paper.

Plastic Analysis on the Semi-Rigid Steel Frame-Composite Steel Plate Shear Wall Structure

2013 ◽  
Vol 351-352 ◽  
pp. 219-222
Author(s):  
Xiao Tong Peng ◽  
Ying Ying Hou ◽  
Lei Xia
Keyword(s):  
Steel Plate ◽  
Design Method ◽  
Shear Wall ◽  
Steel Frame ◽  
Wall Structure ◽  
Nonlinear Fem ◽  
Steel Plate Shear Wall ◽  
Plastic Analysis ◽  
Rigid Joints ◽  
Composite Steel

The semi-rigid steel frame-composite steel plate shear wall structure (SCSW) effectively improves the lateral stiffness of shear wall, making it possible to use the semi-rigid joint. In order to study the plastic failure mechanism of SCSW, a plastic model is established, in which the effects of the rotations of semi-rigid joints and yield deformations of infill steel walls on the energy consumption are considered. Based on that, a design method for the lateral ultimate strength is put forward and a nonlinear FEM model is setup using ANSYS. Through the comparison between plastic analysis results with the finite element results, it is shown that the plastic analysis method is feasible and has a safe redundancy.

Shear force demand on headed stud for the design of composite steel plate shear wall

2017 ◽  
Vol 148 ◽  
pp. 780-792 ◽  
Author(s):  
Yi Qi ◽  
Qiang Gu ◽  
Guohua Sun ◽  
Baocheng Zhao
Keyword(s):  
Shear Force ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
Headed Stud ◽  
Composite Steel

scholarly journals Influence of Concrete Strength on the Cycle Performance of Composite Steel Plate Shear Walls

2018 ◽  
Vol 11 (4) ◽  
pp. 1-7
Author(s):  
Huda M. Najem
Keyword(s):  
Compressive Strength ◽  
Steel Plate ◽  
Concrete Strength ◽  
Shear Walls ◽  
Shear Wall ◽  
Cycle Performance ◽  
Seismic Action ◽  
Initial Stiffness ◽  
Steel Plate Shear Wall ◽  
Composite Steel

The goal behind this research is to highlight on structural system using composite steel plate shear wall, this approach is widely used in many countries, due to its desired features. Composite steel plate shear wall are often considered essential in design of building to resist seismic action. This paper discuss the effect of concrete strength on behavior of CSPW, for this objective one story one bay model with different compressive strength (25, 28 , 45, 50, 55, 65)MPa ,this model formed by finite element code which is advanced by university of Amirkabir. The accuracy of the representation of the model by numerical analysis, numerical result contrast with valid experiment which explain suitable agreement. Result show increasing the compressive strength would advance the cycle behavior. By contrast the result in elastic region, it was seen initial stiffness is not enhance by varying the compressive strength.

Concrete panel thickness demand for the design of composite steel plate shear wall

2019 ◽  
Vol 28 (8) ◽  
pp. e1605
Author(s):  
Yi Qi ◽  
Qiang Gu ◽  
Guohua Sun ◽  
Baocheng Zhao ◽  
Huafei Wang
Keyword(s):  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
Panel Thickness ◽  
Composite Steel
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