Performance of differently arranged double-tuned mass dampers for structural seismic response control including soil-structure interaction-Reference-Cited by-同舟云学术

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Performance of differently arranged double-tuned mass dampers for structural seismic response control including soil-structure interaction

Published:2024-11 Issue: Volume:319 Page:118841
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Araz Onur,Elias Said

Publisher

Elsevier BV

Reference79 articles.

1. Mechanical Vibrations;Den Hartog,1956

2. Optimum absorber parameters for various combinations of response and excitation parameters;Warburton;Earthq Eng Struct D,1982

3. Reduction in seismic response with heavily-damped vibration absorbers;Villaverde;Earthq Eng Struct Dyn,1985

4. A method of estimating the parameters of tuned mass dampers for seismic applications;Sadek;Earthq Eng Struct Dyn,1997

5. Parametric study and simplified design of tuned mass dampers;Rana;Eng Struct,1998

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