How internal vibro-impact nonlinearities yield enhanced vibration mitigation

Author:

Gzal Majdi O.ORCID,Gendelman Oleg V.,Bergman Lawrence A.,Vakakis Alexander F.

Funder

Israeli Council of Higher Education

Department of Mechanical Science and Engineering, University of Illinois at Urbana-Champaign

Israel Science Foundation

Publisher

Springer Science and Business Media LLC

Reference39 articles.

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2. Housner G.W., Jennings PC. :The capacity of extreme earthquake motions to damage structures. Structural and Geotechni-cal Mechanics: A volume honoring NM Newmark edited by WJ Hall, 102–116, Prentice-Hall: Englewood Cliff, NJ (1977).

3. Housner G. W.: Limit design of structures to resist earthquakes, Proc. 1st World Congr. Earthquake Eng. Berkeley, CA, Vol. V pp. 1–13. (1956)

4. Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer, B.F., Yao, J.T.P.: Structural Control: Past, Present and Future. ASCE J. Eng. Mech. (Special Issue). 123(9), 897–971 (1997)

5. Mayes, R.L., Sveinsson, B.I., and Buckle, I.G. Seismic isolation: an economic rehabilitation alternative. Construction Specifier. 76–92 (1987).

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