Design, simulation, and large-scale testing of an innovative vibration mitigation device employing essentially nonlinear elastomeric springs

Author:

Luo Jie1,Wierschem Nicholas E.1,Fahnestock Larry A.1,Spencer Billie F.1,Quinn D. Dane2,McFarland D. Michael3,Vakakis Alexander F.4,Bergman Lawrence A.3

Affiliation:

1. Department of Civil and Environmental Engineering; University of Illinois at Urbana-Champaign; 205 North Mathews Avenue, MC-250 Urbana, IL 61801 USA

2. Department of Mechanical Engineering; The University of Akron; Akron OH 44325-3903 USA

3. Department of Aerospace Engineering; University of Illinois at Urbana-Champaign; 104 South Wright Street, MC-236 Urbana IL 61801 USA

4. Department of Mechanical Science and Engineering; University of Illinois at Urbana-Champaign; 1206 West Green Street, MC-244 Urbana IL 61801 USA

Funder

Defense Advanced Research Projects Agency

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Structural control: past, present, and future;Housner;Journal of Engineering Mechanics,1997

2. Mechanisms of energy absorption in special devices for use in earthquake resistant structures;Kelly;Bulletin of New Zealand Society for Earthquake Engineering,1972

3. Response of friction damped braced frames;Pall;ASCE Journal of Structural Division,1982

4. Seismic response of steel frame structures with added viscoelastic dampers;Zhang;Earthquake Engineering and Structural Dynamics,1989

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