Seismic vibration control of atrium buildings using a truss-nonlinear inertial mass damper system

DOI10.1142/S0219455422501644zbMATH Open1537.74114MaRDI QIDQ6538018

William Soo Lon Wah, Bo Li, Si-Yuan Li, Yung-Tsang Chen

Publication date: 14 May 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

optimal designpassive controlinerterinertial mass damper

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45)

Cites Work

• Title not available (Why is that?)
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• Numerical Methods
• Synthesis of mechanical networks: the inerter
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• Passive control analysis and design of twin-tower structure with chassis
• Optimal design of dampers for multi-mode cable vibration control based on genetic algorithm
• The effectiveness of the passive damping system combining the viscoelastic dampers and inerters

Related Items (2)

Study on vibration suppression of an inclined cable with a nonlinear energy sink under the axial excitation ⋮ Graded seismic metamaterials with structural steel sections for low-frequency isolation of surface wave

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