BEHAVIOR OF A PASSIVE CONTROL DAMPER COMBINING VISCO-ELASTIC AND ELASTO-PLASTIC DEVICES IN SERIES
Author:
Affiliation:
1. Research Center, Tokyo Institute of Technology
2. Tokyo Institute of Technology
3. Dept. of Built Environment, Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/67/556/67_KJ00004075846/_pdf
Reference5 articles.
1. 12) KASAI K. Viscoelastic Damper Hysteresis Model. Proc, ATC-17-1 Seminar of Seismic Isolation, Passive Energy Dissipation, and Active Control, 1993. (1993) p.521-532.
2. 14) PALL A. S. Friction Joints for Seismic Control of Large Panel Structures. J. of Prestressed Concrete Institute, 1980. (1980) vol.25, no.6, p.38-61.
3. 16) KASAI K. Passive Control Systems for Seismic Damage Mitigation. Journal of Structural Engineering. ASCE. (1998) vol.124, no.5, p.501-512. doi:10.1061/(ASCE)0733-9445(1998)124:5(501)
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