CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation:
Zhao Wei, Duan Qingxing, Tong Genshu. STUDY OF ELASTIC-PLASTIC DESIGN TECHNOLOGY OF UNSTIFFENED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(05): 146-151.
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation:
Zhao Wei, Duan Qingxing, Tong Genshu. STUDY OF ELASTIC-PLASTIC DESIGN TECHNOLOGY OF UNSTIFFENED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(05): 146-151.
STUDY OF ELASTIC-PLASTIC DESIGN TECHNOLOGY OF UNSTIFFENED STEEL PLATE SHEAR WALL
Abstract
It is difficult to design SPSW ( steel plate shear wall) for Chinese current design code． To solve this
problem，the finite element software ANSYS was applied to analyze the elastic-plastic buckling behavior under the
shear force． The influences of parameters，such as initial imperfection，width to height ratio and width to thickness
ratio，on the elastic-plastic buckling of SPSW were compared． According to the results of the analysis，the rational
parameter to evaluate the elastic-plastic buckling behavior of SPSW was presented． Based on the FEA data and
Chinese current design codes， formulas， used to calculate elastic-plastic instability of SPSW， were fitted．
Comparisons with the numerical results showed that the proposed formulas had good accuracy and could be applied in
practical engineering．
References
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