Optimum design of a tuned‐mass damper with negative stiffness device subjected to ground excitation-Reference-Cited by-同舟云学术

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Optimum design of a tuned‐mass damper with negative stiffness device subjected to ground excitation

Published:2022-09-07 Issue:11 Volume:29 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Structural Contr & Hlth

Author:

Zhang Yuxuan¹²,Ye Kun¹,Nyangi Patrice³

Affiliation:

1. School of Civil and Hydraulic Engineering Huazhong University of Science and Technology Wuhan China

2. Department of Civil and Environmental Engineering The Hong Kong Polytechnic University Hong Kong

3. Civil Engineering Department Mbeya University of Science and Technology Mbeya Tanzania

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.3086

Reference34 articles.

1. FrahmH.Device for damping vibrations of bodies April 18 1911.US Patent 989958.

2. denHartogJP.Mechanical vibrations. Courier Corporation 1985.

3. Negative-stiffness-mechanism vibration isolation systems

4. Extreme stiffness systems due to negative stiffness elements

5. Quasi-active approach to vibration isolation using magnetic springs

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2. H∞ closed-form solution of tuned mass damper enhanced with negative stiffness element (TMD-NS) for structural vibration control;Journal of Sound and Vibration;2024-09

3. Concise analytical solutions to negative‐stiffness inerter‐based DVAs for seismic and wind hazards considering multi‐target responses;Earthquake Engineering & Structural Dynamics;2024-07-26

4. Bowstring-type inerter negative stiffness damper for vibration control of slender towers;Engineering Structures;2024-06

5. A Novel Approach for Vibration Control of Base-Isolated Structures Under Seismic Load Using a Tuned Mass Damper-Clutching Inerter;Journal of Vibration Engineering & Technologies;2024-04-29

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