scholarly journals DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY ONE-SIDED STIFFENING TYPE

2021 ◽  
Vol 86 (786) ◽  
pp. 1213-1223
Author(s):  
Jumpei YASUNAGA ◽  
Takuya UEKI ◽  
Yukio MURAKAMI ◽  
Junichiro ONO ◽  
Seiya KIMURA ◽  
...  
Keyword(s):  
Steel Plate ◽  
Design Method ◽  
Shear Wall ◽  
Steel Plate Shear Wall

The Analysis of Lateral Displacement Target of Unstiffened Steel Plate Shear Wall Based on the Performance Designing

2011 ◽  
Vol 71-78 ◽  
pp. 3666-3672
Author(s):  
Yong Jiu Shi ◽  
Jian Xu ◽  
Guo Xin Dai ◽  
Yuan Qing Wang
Keyword(s):  
Steel Plate ◽  
Design Method ◽  
Lateral Displacement ◽  
Element Model ◽  
Shear Wall ◽  
Analysis Data ◽  
Shear Capacity ◽  
Lateral Stiffness ◽  
Steel Plate Shear Wall ◽  
Seismic Design Code

A typical three-story unstiffened Steel Plate Shear Wall (SPSW) finite element model was established. Systematic parameters analysis of the development and changing process of the lateral stiffness and shear capacity was mainly carried on the middle standard layer. The result shows that the lateral stiffness of thin SPSW has been always in decline and has a higher shear capacity after buckling. According to lots of analysis data and different stages of lateral control targets in the new revised seismic design code for performance designing, the lateral limits of the SPSW were respectively qualified under wind loads and frequent earthquake.The test verification was also proposed to verify the restrictive lateral limits so as to supply a scientific basis for the preparation of SPSW design method.

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.

scholarly journals DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY CROSS STIFFENING TYPE

2018 ◽  
Vol 83 (743) ◽  
pp. 191-199 ◽  
Author(s):  
Jumpei YASUNAGA ◽  
Takuya UEKI ◽  
Yukio MURAKAMI ◽  
Junichiro ONO ◽  
Seiya KIMURA ◽  
...  
Keyword(s):  
Steel Plate ◽  
Design Method ◽  
Shear Wall ◽  
Steel Plate Shear Wall

Parameter optimal investigation of modular prefabricated two-side connected buckling-restrained steel plate shear wall

Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 2028-2043
Author(s):  
Can Mei ◽  
Yongshan Zhang ◽  
Dayang Wang ◽  
Chengqing Wu ◽  
Yizhe Xu
Keyword(s):  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall
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