Parametric Analysis on Elastic Buckling Performance of Low Yield Point Steel Plate Shear Wall with Two-Side Connections

2020 ◽  
Vol 20 (6) ◽  
pp. 1945-1959
Author(s):  
Shenggang Fan ◽  
Runmin Ding ◽  
Shaoru Zeng ◽  
Chenxu Li ◽  
Chengliang Liu
Keyword(s):  
Yield Point ◽  
Parametric Analysis ◽  
Steel Plate ◽  
Shear Wall ◽  
Elastic Buckling ◽  
Steel Plate Shear Wall

11.41: Numerical investigation of influence of plate yield point on performance of steel plate shear wall

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 3165-3172
Author(s):  
Omid Moammer ◽  
Ardeshir. Deylami ◽  
Khashayar Jafari ◽  
Amir Hossein Raisszadeh
Keyword(s):  
Numerical Investigation ◽  
Yield Point ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall

The Analytical Study for Seismic Performance of Coupled Steel Plate Shear Wall

2013 ◽  
Vol 831 ◽  
pp. 149-152
Author(s):  
Kang Min Lee ◽  
Keun Yeong Oh ◽  
Rui Li ◽  
Liu Yi Chen ◽  
Woo Seok Kim
Keyword(s):  
Seismic Performance ◽  
Parametric Analysis ◽  
Analytical Study ◽  
Steel Plate ◽  
Shear Walls ◽  
Shear Wall ◽  
Structural System ◽  
Steel Plate Shear Wall ◽  
High Rise ◽  
Coupled Shear Wall

In the last several decades, coupled shear wall have become recognized as efficient lateral load resisting systems for high-rise structures, increasingly. Coupled shear walls give considerable lateral stiffness and strength as well as providing an architecturally practical structural system. In this paper, in order to observe seismic performance of coupled steel plate shear wall, models of previous study was verified, and coupled shear wall with steel plate was carried out with various parametric analysis. Parametric analysis was performed with various width of bay. As a result, model that aspect ratio of steel plate was close to 1 was the most structurally safe.

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