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- W2369123313 abstract "This paper presents an analysis on the seismic behavior of dual frame system incorporating buckling-restrained braces with different stiffness ratios.The study focuses on the stiffness requirements of backup frame on seismic responses of two different models(4-and 12-stories) located in a general site of Japan and subjected to three sets of ground motions.Structural behavior is evaluated from story drift ratios obtained through nonlinear time history analyses.Performance of the models shows that in order to minimize the story drift ratios and to make the story drift distribution of the dual system more uniform,20% of backup frame stiffness ratio is needed.Seismic behavior of the buckling-restrained braced frames can be improved by adding some backup frame to form a dual frame system.Backup frame can significantly reduce the story drift ratios and the drift concentration as well." @default.
- W2369123313 created "2016-06-24" @default.
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- W2369123313 date "2008-01-01" @default.
- W2369123313 modified "2023-10-11" @default.
- W2369123313 title "Seismic Behavior of Dual System with Buckling-Restrained Braces" @default.
- W2369123313 hasPublicationYear "2008" @default.
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