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- W1640874538 abstract "The seismic performance assessment of modified steel moment-resisting frame (SMRF) was carried out by nonlinear time-history analysis. The basic bare SMRF was reduced in strength first and then enhanced by installing passive energy dissipating devices (EDDs) to develop modified frame. Passive EDDs comprise both rate-dependent and rate-independent devices. Viscous fluid damper (VFD) is a rate-dependent device whereas buckling-restrained brace is a rate-independent device. The lateral strength of structure was improved by using these devices either alone or in combination. Seven-scaled time-history records were used for incremental dynamic analysis. The stiffness effect on the stories is demonstrated through the lateral displacement profile of the building. The VFD is found to be a good EDD as it significantly improved the performance of the frame at all levels of seismic analysis." @default.
- W1640874538 created "2016-06-24" @default.
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- W1640874538 date "2015-05-06" @default.
- W1640874538 modified "2023-09-24" @default.
- W1640874538 title "Numerical study of seismic performance of steel moment-resisting frame with buckling-restrained brace and viscous fluid damper" @default.
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- W1640874538 doi "https://doi.org/10.1080/19373260.2015.1038862" @default.
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