H∞ closed-form solution of tuned mass damper enhanced with negative stiffness element (TMD-NS) for structural vibration control
Author:
Funder
Beijing Postdoctoral Research Foundation
China Postdoctoral Science Foundation
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference50 articles.
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4. Earthquake-resilient design of base isolated buildings with TMD at basement: application to a case study;De Domenico;Soil Dyn. Earthq. Eng.,2018
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