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The document presents a novel passive vibration control system that combines seismic base isolation with a tuned inerter damper (TID) to effectively reduce displacement demands and control superstructure responses during earthquakes. It explores the optimal design of the TID based on soil conditions and performs a parametric study to identify optimal parameters for various isolation and mass ratios. The effectiveness of the proposed system is evaluated through time-domain analyses, comparing it with alterna

Author

mainakchoudhury93

Language

EN