scholarly journals Modeling and Analysis of Composite Steel Plate Shear Wall with Assembled Multi-concrete Slab

2017 ◽  
Author(s):  
Qi-hao HAN ◽  
Da-yang WANG ◽  
Yong-shan ZHANG
Keyword(s):  
Steel Plate ◽  
Concrete Slab ◽  
Shear Wall ◽  
Modeling And Analysis ◽  
Steel Plate Shear Wall ◽  
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

Analysis of Seismic Performance of Mega Steel Braced Frame-Composite Steel Plate Shear Wall Structure

2010 ◽  
Vol 163-167 ◽  
pp. 2077-2081
Author(s):  
Lin Chen ◽  
Xing Liu ◽  
Yun Zhou ◽  
Xiao Hu
Keyword(s):  
Seismic Performance ◽  
Steel Plate ◽  
Shear Wall ◽  
Hybrid Structure ◽  
Wall Structure ◽  
Braced Frame ◽  
Steel Plate Shear Wall ◽  
New Type ◽  
Steel Braced Frame ◽  
Composite Steel

Mega steel braced frame-composite steel plate shear wall structure, consisting of mega steel braced frame as outer frame and composite steel plate shear walls as core wall, is a new type of hybrid structure that is proposed in this study. Seismic performance of this new structure was analyzed under frequent earthquake and severe earthquake. The analysis focused mainly on displacement response, seismic base shear distribution and failure mechanism. Comparing with traditional steel frame-RC core wall structure, this new type of hybrid structure presents better coorporative working performance since mega steel braced frame provides larger stiffness and composite steel plate shear wall provides a fairly ductile response. It can be observed from the failure mechanism that this structure has multiple seismic resistant systems with composite steel plate shear wall, mega braces and mega frame when subjected to severe earthquakes.

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