Equal modal damping‐based optimal design of a grounded tuned mass‐damper‐inerter for flexible structures
Author:
Affiliation:
1. Key Laboratory for Wind and Bridge Engineering Hunan University Changsha China
2. Department of Civil and Architectural Engineering Aarhus University Aarhus Denmark
3. School of Civil Engineering, Tongji University Shanghai China
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Hindawi Limited
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.3106
Reference42 articles.
1. Design formulas for tuned mass dampers based on A perturbation technique
2. Closed-Form Solutions to the Exact Optimizations of Dynamic Vibration Absorbers (Minimizations of the Maximum Amplitude Magnification Factors)
3. A closed-form optimal tuning criterion for TMD in damped structures
4. Tuned mass absorber on a flexible structure
5. Control of wind buffeting vibrations in a suspension bridge by TMD: Hybridization and robustness issues
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