A STUDY ON REDUCTION FACTOR OF TOTAL INPUT ENERGY DUE TO DAMPING IN ELASTIC SINGLE-MASS SYSTEM

Author:

ITO Miei1,OTSUKA Yuri2,HIRAISHI Hisahiro3,KOBAYASHI Masahito4,ISODA Hiroshi5

Affiliation:

1. Graduate School of Science and Technology, Meiji Univ.

2. Graduate School of Science and Technology, Meiji Univ. /Japan Society for the Promotion of Science

3. Dept. of Architecture, School of Science and Technology, Meiji Univ. /Building Research Institute

4. Dept. of Architecture, School of Science and Technology, Meiji Univ.

5. Research Institute for Sustainable Humanosphere, Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference9 articles.

1. 1) Tanabashi, R. : Studies on the Nonlinear Vibrations of Structures Subjected to Destructive Earthquake, Proc. of 1st WCEE, 1956

2. 2) Housner, G. W. : Limit Design of Structures to Resist Earthquakes, Proc. of 1st WCEE, 1956

3. 4) Akiyama, H. : Earthquake-Resistant Design Method for Buildings Based on Energy Balance, Gihodo Shuppan Co., Ltd. 1999 (in Japanese)

4. 5) Miyake, T. : A Study on the Relationship Between Maximum Response and Cumulative Response for Seismic Design, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 599, pp. 135-142, 2006.1 (in Japanese)

5. 6) Akiyama, H. and Kitamura, H. : Relationship Between Energy Spectra and Velocity Response Spectra, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 608, pp. 37-43, 2006.10 (in Japanese)

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