EXPERIMENTAL VERIFICATION OF SHOCK REDUCTION ACHIEVED THROUGH NON-LINEAR LOCALIZATION

Author:

MA XIANGHONG,NAYFEH TARIQ A.,VAKAKIS ALEXANDER F.,BERGMAN LAWRENCE A.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference16 articles.

1. Passive control of nonlinear oscillations in bridges;ABDEL-ROHMAN;Transactions of the American Society of Civil Engineers Journal of Engineering Mechanics,1987

2. Seismic responses of secondary systems in base-isolated multistorey structures;FAN;Earthquake Engineering and Structural Dynamics,1992

3. Seismic response of a superstructure and attached equipment of a base-isolated building;TSAI;International Journal of Earthquake Engineering and Structural Dynamics,1989

4. Study on earthquake response characteristics of base-isolated full scale building;TERAMURA;Proceedings of the Ninth World Conference on Earthquake Engineering,1988

5. A simplified earthquake resistant design method for base-isolated multistorey structures;ANDRIONO;Bulletin of the New Zealand National Society of Earthquake Engineering,1991

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Seismic base isolation by nonlinear mode localization;Archive of Applied Mechanics;2005-03

2. Model testing of a nonlinear base isolation concept;Advances in Building Technology;2002

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