Effect of dominant ground frequency and soil on multiple tuned mass dampers
Author:
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.519/fullpdf
Reference25 articles.
1. Dynamic characterization of multiple tuned mass dampers and some design formulas;Abe;Earthquake Engineering and Structural Dynamics,1994
2. Optimum multiple tuned mass dampers for base-excited damped main system;Bakre;International Journal of Structural Stability and Dynamics,2004
3. Experimental study on multiple tuned mass dampers to reduce seismic responses of a three-storey building structure;Chen;Earthquake Engineering and Structural Dynamics,2003
4. Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge;Gu;Journal of Wind Engineering and Industrial Aerodynamics,2001
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3. Pendulum tuned mass damper (PTMD) with geometric nonlinear dampers for seismic response control;Journal of Sound and Vibration;2024-02
4. Multi-objective Adaptive Guided Differential Evolution for Passively Controlled Structures Equipped with a Tunned Mass Damper;Springer Tracts in Nature-Inspired Computing;2024
5. Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction;Soil Dynamics and Earthquake Engineering;2023-03
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