Sliding Mode Control of Cable-Stayed Bridge Subjected to Seismic Excitation-Reference-Cited by-同舟云学术

Sliding Mode Control of Cable-Stayed Bridge Subjected to Seismic Excitation

Published:2003-01 Issue:1 Volume:129 Page:71-78
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Moon Seok J.¹,Bergman Lawrence A.²,Voulgaris Petros G.³

Affiliation:

1. Senior Researcher, Dept. of Structural Engineering, Korea Institute of Machinery and Materials, Yusung, Daejeon, 305-600 Korea (work performed while a visiting scholar at the Univ. of Illinois).

2. Professor, Dept. of Aeronautical and Astronautical Engineering, Univ. of Illinois, Urbana, IL 61801.

3. Associate Professor, Dept. of Aeronautical and Astronautical Engineering, Univ. of Illinois, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A1%2871%29

Reference16 articles.

1. ACTIVE TENDON CONTROL OF CABLE-STAYED BRIDGES

2. Bell M. J. (1997). “Advanced vibration control with applications to cable-stayed bridges.” PhD thesis Purdue Univ.

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

4. An experimental study of MR dampers for seismic protection

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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