The effect of tuned-mass dampers on the seismic response of base-isolated structures-Reference-Cited by-同舟云学术

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The effect of tuned-mass dampers on the seismic response of base-isolated structures

Published:1995-04 Issue:8-9 Volume:32 Page:1195-1210
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Tsai Hsiang-Chuan

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference14 articles.

1. Multiple passive tuned mass dampers for reducing earthquake induced building motion;Clark,1988

2. Combined earthquake protection and vibration isolation;Derham;Natural Rubber Technol.,1985

3. Dynamics of Structures;Hurty,1964

4. Seismic effectiveness of tuned mass dampers;Kaynia;J. Struct. Div. ASCE,1981

5. Recent developments in seismic isolation;Kelly,1987

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1. Experimental testing and numerical validation of the Εxtended KDamper: A negative stiffness-based vibration absorber;Engineering Structures;2024-12

2. Comparative analysis of seismic response reduction in multi-storey buildings equipped with base isolation and passive/active friction-tuned mass dampers;Advances in Engineering Software;2024-12

3. 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

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