OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER : Optimum stiffness distribution estimation of Poly-linear type damper-Reference-Cited by-同舟云学术

OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER : Optimum stiffness distribution estimation of Poly-linear type damper

Published:2000 Issue:530 Volume:65 Page:45-51
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

NAKAGAWA Hajime¹,SANO Koichiro²

Affiliation:

1. Technical Research Institute, Nishimatsu Construction Corporation

2. Dept. of Architecture, Faculty of Engineering, Kansai University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/65/530/65_KJ00004087804/_pdf

Reference6 articles.

1. 2) KASAI K. Seismic Analysis and Design Using Viscoelastic Dampers. シンポジウム「耐震設計の一つの新しい方向」. (1995) p.113-140.

2. 9) INOUE K. Optimum strength ratio of hysteretic damper. Earthquake Engineering and Structural Dynamics. (1998) vol.27, p.577-588.

3. 10) KASAI K. Passive Control Systems for Seismic Damage Mitigation. Journal of Structural Engineering, ASCE. (1998) vol.122, no.10, p.501-512.

4. 12) NAKASHIMA M. Energy Input and Dissipation Behavior of Structures with Hysteretic Dampers. Earthquake Engineering and Structural Dynamics. (1996) vol.25, p.483-496.

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