Control of Seismically Excited Cable-Stayed Bridge Employing Magnetorheological Fluid Dampers

Author:

Jung Hyung-Jo1,Spencer Billie F.2,Lee In-Won3

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Sejong Univ., Seoul 143-747, Korea (corresponding author).

2. Nathan M. Newmark Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

3. Professor, Dept. of Civil and Environmental Engineering, Korea Adv. Institute of Science and Technology, Daejeon 305-701, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. American Society of Civil Engineers (ASCE). (1997). “Session 7WB structural control: a benchmark comparison.” Proc. ASCE Structures Congress XV Portland Ore. 2 1265–1289.

2. Dyke S. J. and Spencer B. F. Jr. (1997). “A comparison of semiactive control strategies for the MR damper.” Proc. IASTED Int. Conf. on Intelligent Information Systems IEEE Bahamas.

3. Modeling and control of magnetorheological dampers for seismic response reduction

4. An experimental study of MR dampers for seismic protection.;Dyke S. J.;Smart Mater. Stuct.: Special Issue on Application to Large Civil Infrastructures,1998

5. Dyke S. J. Turan G. Caicedo J. M. Bergman L. A. and Hague S. (2000). “Benchmark control problem for seismic response of cable-stayed bridges.” 〈http://wusceel.cive.wustl.edu/quake/〉.

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