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- W2365371680 abstract "A simplified procedure for design of a structure with supplemental viscous dampers is presented based on the improved capacity method.After seismic performance of the structure to be retrofited is evaluated by using the improved capacity method the amount of added damping ratio required to meet the given performance objective is evaluated by a simple formula.The required amount of supplemental damping is then distributed throughout the stories of the structure using proposed three distribution patterns of dampers.The final design is verified by time history analyses of a 10-story steel moment frame with added viscous dampers under a artificial earthquake record that is compatible with the design spectrum.According to the nonliear response hisory analysis results,the roof displacements of the damped structure designed by the presented method match well with the given target value,and the interstory drift ratios of the designed structure essentially meet the given performance objective." @default.
- W2365371680 created "2016-06-24" @default.
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- W2365371680 date "2009-01-01" @default.
- W2365371680 modified "2023-09-23" @default.
- W2365371680 title "Performance-based seismic design of a structure with supplemental viscous dampers" @default.
- W2365371680 hasPublicationYear "2009" @default.
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