Optimal design formulas for viscous tuned mass dampers in wind-excited structures-Reference-Cited by-同舟云学术

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Optimal design formulas for viscous tuned mass dampers in wind-excited structures

Published:2011-10-12 Issue:3 Volume:20 Page:320-336
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct. Control Health Monit.

Author:

Chung Lap-Loi¹,Wu Lai-Yun²,Yang Chuang-Sheng Walter³,Lien Kuan-Hua²,Lin Mei-Chun²,Huang Hsu-Hui²

Affiliation:

1. National Center for Research on Earthquake Engineering and Department of Civil Engineering; National Taiwan University; Taipei; Taiwan

2. Department of Civil Engineering; National Taiwan University; Taipei; Taiwan

3. School of Civil and Environment Engineering; Georgia Tech; Atlanta; USA

Publisher

Wiley

Subject

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

Reference25 articles.

1. Frahm H Device for damping vibration of bodies 1911

2. Optimum absorber parameters for simple systems;Warburton;Earthquake Engineering and Structural Dynamics,1980

3. Minimizing structural vibrations with absorbers;Ayorinde;Earthquake Engineering and Structural Dynamics,1980

4. Optimum absorber parameters for various combinations of response and excitation parameters;Warburton;Earthquake Engineering and Structural Dynamics,1982

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