Experimental investigation of composite steel plate deep beam infill steel frame

2014 ◽  
Vol 14 (3) ◽  
pp. 479-488 ◽  
Author(s):  
Liqiang Jiang ◽  
Hong Zheng ◽  
Yuan Liu ◽  
Xiaosa Yuan
Keyword(s):  
Experimental Investigation ◽  
Steel Plate ◽  
Steel Frame ◽  
Deep Beam ◽  
Composite Steel

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.

Cyclic tests and numerical study of composite steel plate deep beam

2017 ◽  
Vol 12 (1) ◽  
pp. 23-34 ◽  
Author(s):  
Yi Hu ◽  
Liqiang Jiang ◽  
Hong Zheng
Keyword(s):  
Steel Plate ◽  
Numerical Study ◽  
Deep Beam ◽  
Cyclic Tests ◽  
Composite Steel

scholarly journals Dynamic Response of Composite Steel Lining Structure under Blast Loading

2020 ◽  
Vol 2020 ◽  
pp. 1-12
Author(s):  
Desen Kong ◽  
Yu Xu ◽  
Cheng Song
Keyword(s):  
Dynamic Response ◽  
Emergency Response ◽  
Steel Plate ◽  
Axial Stress ◽  
Subway Tunnel ◽  
Analysis Software ◽  
Research Results ◽  
Protection Method ◽  
Lining Structure ◽  
Composite Steel

According to the advantages of high tensile resistance and high shear strength of composite steel plate, a new antiexplosion protection method of composite steel plate lining structure is put forward. The numerical model of explosion impact of subway tunnel with composite steel plate lining structure was established by dynamic analysis software. The transient dynamic response of lining structure with the composite steel plate was simulated when explosion occurred. The research results show that the influence of explosive quantity on each point of composite steel plate lining structure is different and the change of acceleration near the centre of the detonation source is generally greater than the multiple of the increase of explosive quantity. The increase of velocity and displacement is basically consistent with the quantity of explosive. The influence of axial stress on the lining structure is the least, and the influence of the lining structure is greater in the y-direction than in the x-direction. The research results can provide the plan and basis for the emergency response of the subway tunnel.

Experimental research on special steel frame with stiffened double steel plate shear wall

2022 ◽  
Vol 189 ◽  
pp. 107067
Author(s):  
Zi-Qin Jiang ◽  
Tian Yan ◽  
Ai-Lin Zhang ◽  
Lei Su ◽  
Cun-Jie Shen
Keyword(s):  
Experimental Research ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Frame ◽  
Special Steel ◽  
Steel Plate Shear Wall
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