Optimal Design and Seismic Performance of Base-Isolated Structures with Varying Heights Equipped with Tuned Inerter Dampers Subjected to Far-Fault and Near-Fault Ground Motions

Optimal Design and Seismic Performance of Base-Isolated Structures with Varying Heights Equipped with Tuned Inerter Dampers Subjected to Far-Fault and Near-Fault Ground Motions

This paper investigates the optimal design of base-isolated structures equipped with tuned inerter dampers (TIDs) subjected to various ground motions. The Clough–Penzien model is employed to simulate the power spectrum of three types of ground motions: far-fault, near-fault without pulse subset, and...

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Bibliographic Details
Main Authors: Yingjie Kang, Zewen Zhang, Zeyu Zhang, Xinyu Zhang, Qingkuan Liu
Format: Article
Language:English
Published: MDPI AG 2025-04-01
Series:Applied Sciences
Subjects:
tuned inerter damper
base-isolated structures
optimal design
seismic performance
far-fault ground motions
near-fault ground motions
Online Access:https://www.mdpi.com/2076-3417/15/9/4739
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