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- W2381023107 abstract "In order to provide theory support for the use of steel plate shear walls in actual engineering,the seismic performance of the thin steel plate shear wall,the cross stiffener steel plate shear wall and the steel plate shear wall with slits,based on experiments,was simulated under the low cycle reciprocating loading via ANSYS and compared with the test data.The hysteresis curve,skeleton curve,the stress and deformation of infill plate were analyzed.The results indicate that the finite element model data agrees well with the experimental ones.The maximum error of yield load is 10.9%,and that of peak load is only 1.4%.The stress of infill plates gets full development within dividers,while the disabled cross stiffener just gives a weak restraint on the out plane deformation of an infill plate in the later loading period.The local instability below the beam-column joints and column base lead to the failure of the whole structure." @default.
- W2381023107 created "2016-06-24" @default.
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- W2381023107 date "2011-01-01" @default.
- W2381023107 modified "2023-09-27" @default.
- W2381023107 title "Numerical simulation of seismic performance for different types of steel plate shear walls" @default.
- W2381023107 hasPublicationYear "2011" @default.
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