DYNAMIC PROPERTY, BEHAVIOR, AND THEIR SIMPLIFIED ESTIMATION RULES FOR A PASSIVE CONTROL SYSTEM WITH STUD-TYPE VISCOELASTIC DAMPER
Author:
Affiliation:
1. Str'l Eng. Research Center, Tokyo Institute of Technology
2. 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/67/558/67_KJ00004075934/_pdf
Reference8 articles.
1. 5) KASAI K. Viscoelastic Damper Hysteresis Model : Theory, Experiment, and Application. Seminar, Applied Technology Council. (1993) vol.2, p.521-532.
2. 7) KASAI K. Seismic Analysis and Design Using Viscoelastic Dampers. シンポジウム論文集 「耐震設計の1つの新しい方向」, 1995. 10. 日本建築学会. (1995)
3. 8) FEMA273. NEHRP Guidelines for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency. (1997)
4. 9) 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)
5. 10) FU Y. Comparative Study of Frames Using Viscoelastic and Viscous Dampers. Journal of Structural Engineering. ASCE. (1998) vol.124, no.5, p.513-522.
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1. SEISMIC RESPONSE PREDICTION FOR HIGH-RISE BUILDINGS CONSIDERING PERFORMANCE DEGRADATION OF STUD-TYPE NONLINEAR VISCOELASTIC DAMPERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01
2. DAMPING PERFORMANCE EVALUATION AND DYNAMIC BEHAVIOR OF STUD TYPE VIBRATION CONTROL FRAME WITH NONLINEAR VISCO-ELASTIC DAMPER;Journal of Structural and Construction Engineering (Transactions of AIJ);2018
3. Current Status of Japanese Passive Control Technology Using Various Damping Materials;Key Engineering Materials;2006-09
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