Performance Evaluation of Friction Spring Seismic Damper

Author:

Filiatrault André123,Tremblay Robert123,Kar Ramapada123

Affiliation:

1. Prof., Div. of Struct. Engrg., Univ. of California, San Diego, 9500 Gilman Drive, Mail Code 0085, La Jolla, CA 92093.

2. Assoc. Prof. of Struct. Engrg., EPICENTRE Res. Group, Ecole Polytechnique, Univ. of Montreal Campus, P.O. Box 6079, Station “Centre-Ville,” Montreal, PQ, Canada H3C 3A7.

3. Prin., Spectrum Engineering Inc., 307-1199 Eastwood St., Coquitlam, BC, Canada V3B 7W7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Carr A. J. ( 1996). “Ruaumoko—Inelastic dynamic analysis program.” Dept. of Civ. Engrg. University of Canterbury Christchurch New Zealand.

2. Filiatrault A. and Cherry S. (1987). “Performance evaluation of friction damped braced steel frames under simulated earthquake loads.” Earthquake Spectra 3(1) 57–77.

3. Filiatrault A. Tremblay R. Thoen B. K. and Rood J. (1996). “A second-generation earthquake simulation system in Canada: Description and performance evaluation.” Proc. 11th World Conf. on Earthquake Engrg. (on CD-ROM).

4. HITEC. (1996). “Guidelines for the testing of seismic isolation and energy dissipating devices ” CERF Rep. HITEC 96-02 Highway Innovative Technology Evaluation Center a Service of the Civil Engineering Research Foundation. USA

5. Kar R. and Rainer J. H. (1995). “Friction-based energy dissipation unit for circuit breaker.” Proc. 4th U.S. Conf. Sponsored by the Tech. Council on Lifeline Earthquake Engrg./ASCE 344–351.

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