Seismic Response of Full-Scale Structure with Added Viscoelastic Dampers
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Sec. 4, Roosevelt Rd., Taipei 106, Taiwan.
2. Visiting Scholar, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A4%28600%29
Reference14 articles.
1. Aiken I. D. and Kelly J. M. (1990). “Earthquake simulator testing and analytical studies of two energy-absorbing system for multistory structures.” Rep. No. UCB/EERC 90/03 Univ. of California at Berkeley Berkeley Calif.
2. Viscoelastic Mechanical Damping Devices Tested at Real Earthquake Displacements
3. Chang G. K. (1996). “Analytical and experimental studies on a full-scale structure with added viscoelastic dampers.” MS Thesis National Taiwan Univ. Taipei Taiwan (in Chinese).
4. Inelastic Behavior of Steel Frames with Added Viscoelastic Dampers
5. Seismic analysis and design of structures with viscoelastic dampers.;Chang K. C.;ISET J. Earthquake Technology, Indian Society Earthquake Technology (ISET),1998
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