Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures

Author:

Dai Jun,Xu Zhao-Dong,Gai Pan-Pan,Li Hong-Wei

Funder

National Science Fund for Distinguished Young Scholars

Changjiang Scholar Program of Chinese Ministry of Education

Ten Thousand Talent Program

Superiority Academic Discipline Construction Project of Jiangsu Higher Education Institutions

China Scholarship Council

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference42 articles.

1. Passive energy dissipation systems in structural engineering;Soong,1997

2. Optimum tuned mass dampers under seismic soil-structure interaction;Salvi;Soil Dyn Earthq Eng,2018

3. State of the art of structural control;Spencer;J Struct Eng ASCE,2003

4. Optimum design of tuned mass dampers by displacement and energy perspectives;Greco;Soil Dyn Earthq Eng,2013

5. Seismic effectiveness of tuned mass dampers for damage reduction of structures;Pinkaew;Eng Struct,2003

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