ON A RESPONSE ANALYSIS METHOD BY EQUIVALENT LINEARIZED SYSTEMS FOR PASSIVELY CONTROLLED STRUCTURES-Reference-Cited by-同舟云学术

ON A RESPONSE ANALYSIS METHOD BY EQUIVALENT LINEARIZED SYSTEMS FOR PASSIVELY CONTROLLED STRUCTURES

Published:2001 Issue:542 Volume:66 Page:91-98
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:

ISHIMARU Shinji¹,EHARA Eiji²,ISHIGAKI Hidenori³,MORIKAWA Kazuhiko⁴

Affiliation:

1. Dept. of Architecture, College of Science and Technology, Nihon University

2. Architectural Division, Kawada Industries, Inc.

3. Office of New Frontier Engineering, Takenaka Corporation

4. Izumi Research Institute, Shimizu Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/542/66_KJ00004101541/_pdf

Reference13 articles.

1. 1) JACOBSEN L. S. Steady Forced Vibration as Influenced by Damping. Trans. of ASME. (1930) vol.52,

2. 2) JACOBSEN L. S. Damping in Composite Structures. Proc. of 2nd WCEE, Tokyo and Kyoto. (1960)

3. 3) JENNINGS P. C. Equivalent Viscous Damping for Yielding Structures. Journal of the Engineering Mechanics Division, Proc. of ASCE. (1968) vol.94, no.EM1, p.103-116.

4. 4) NEWMARK N. M. Fundamentable of Earthquake Engineering. Prentice-Hall Inc.. (1971)

5. 5) SHIBATA A. Equivalent Linear Models to Determine Maximum Inelastic Response of Nonlinear Structures for Earthquake Motions. 第4回日本地震工学シンポジウム. (1975)

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