Experimental study on cyclic shear performance of steel plate shear wall with different buckling restraints

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 469-482
Author(s):  
Ji-Ke Tan ◽  
Mei-Ni Su ◽  
Yu-Hang Wang ◽  
Kang Wang ◽  
Yun-Qi Cao ◽  
...  
Keyword(s):  
Experimental Study ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
Cyclic Shear ◽  
Shear Performance

The Reliability Research of Steel Plate Shear Wall Based on APDL

2011 ◽  
Vol 368-373 ◽  
pp. 885-888
Author(s):  
Hui Rong Huang ◽  
Yi Jie Zhu ◽  
Jia Yuan Guo ◽  
Xiao Yuan Feng
Keyword(s):  
Finite Element ◽  
Steel Plate ◽  
Shear Wall ◽  
Lateral Force ◽  
Steel Plate Shear Wall ◽  
Hysteretic Performance ◽  
Thin Steel ◽  
Shear Performance ◽  
Seismic Forces ◽  
Thin Steel Plate

Abstract: The models of un-stiffened, cross stiffened and diagonal stiffened are established by the APDL language of ANSYS, then their reliabilities of stochastic finite element are researched. The result shows that, under the equal seismic forces, the reliability of the three models from childhood in order as is the un-stiffened, the cross stiffened and the diagonal stiffened. And the vertical pressure is the most effective factor toward the three models. Recently years, the study about the steel plate shear wall at home and abroad is almost the research [1,2] of experience and hysteretic performance by the theory combined with experiences. Xianzeng Li [3], who discussed the feasibility of thin steel plate shear wall which is used in the seismic area, studied the stress structure feature and seismic feature of the thin steel plate shear wall under the drab and cyclic loads by finite element. The shear performance under one-way load and the hysteretic performance of the diagonal stiffened were researched deeply by Chunhua Cao [4,5], and the result shows that it’s an excellent part of resisting lateral force with full stability lag circle and high security reserve. In this text, the analysis about the reliability of steel plate spear wall is completed.

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