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- W2381931934 abstract "The research status of steel plate shear wall(SPSW) is introduced,and the advantages and disadvantages of different SPSW is summarized.According to the state-of-the-art of SPSW with slit,its reasonable seismic structural measures is given,such as the stiffness ratios of edge stiffeners to infill steel plate η≥20,increasing the number of bolts at corner of SPWS,the slit height-to-width ratio is over 3.0 and the slit height-to-thickness ratio is less than 15.These can provide reference for the engineering application." @default.
- W2381931934 created "2016-06-24" @default.
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- W2381931934 date "2012-01-01" @default.
- W2381931934 modified "2023-09-23" @default.
- W2381931934 title "DISCUSSION OF SEISMIC DESIGN FOR STEEL PLATE SHEAR WALL" @default.
- W2381931934 hasPublicationYear "2012" @default.
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