OPTIMUM DESIGN FOR FORCE-RESTRICTED TUNED VISCOUS MASS DAMPER BASED ON ENERGY RESPONSE
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Environmental and Urban Engineering, Kansai University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/790/86_1589/_pdf
Reference13 articles.
1. 1) Furuhashi, T. and Ishimaru, S.: Mode Isolation by Inertial Mass ― Study on Response Control by Inertial Mass No.1, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 69, No. 576, pp. 55-62, 2004. 2 (in Japanese)
2. 2) Matsuda, S.: Optimum Design for Structural Systems with Maxwell Type Viscous Damper Based on Stochastically Equivalent Damping Factor, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 76, No. 667, pp. 1649-1657, 2011. 9 (in Japanese)
3. 3) Saito, K. and Inoue, N.: A Study on Optimum Response Control of Passive Control Systems Using Viscous Damper with Inertial Mass, AIJ Journal of Technology and Design, Vol. 13, No. 26, pp. 457-462, 2007. 12 (in Japanese)
4. 4) Ikago, K., Saito, K. and Inoue, N.: Seismic Control of Single-Degree-of-Freedom Structure Using Tuned Viscous Mass Damper, Earthquake Engineering and Structural Dynamics, Vol. 41, pp. 453-474, 2012. 2
5. 5) Ikago, K. and Inoue, N.: Optimum Displacements Control Design for Building Structures ―Seismic Isolation and Long-Period Building Design Methods against Earthquakes, Chapter 5, Maruzen Publishing, 2012. 12 (in Japanese) 井上範夫, 五十子幸樹: 建築物の変位制御設計 ―地震に対する免震・長周期建物の設計法, 第 5 章, 丸善出版, 2012. 12
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1. DESIGN METHOD OF TUNED VISCOUS MASS DAMPER FOR MULTI-DEGREE-OF-FREEDOM STRUCTURES CONSIDERING THE OVERALL BENDING DEFORMATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-01-01
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