Reliability Analysis of Structures under Seismic Excitation : Part I : Response ratio of structure having bi-linear spring behavior
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概要
- 論文の詳細を見る
This paper is the first report in a series of papers which concern the reliability analysis of mechanical component mounted on structures. In this paper, nonstationary random responses are obtained for one and two degrees of freedom systems with bi-linear hysteresis restoration force by using Fokker-Plank equation. The effects of the non-linear spring constant, eigenfrequency of the system and predominant frequency of the seismic excitation on the response and magnification factor are investigated.
- 一般社団法人日本機械学会の論文
著者
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IWATSUBO Takuzo
Faculty of Engineering, Kobe University
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Iwatsubo Takuzo
Faculty Of Engineering Kobe University
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Kawai Ryoji
Faculty Of Engineering Kobe University
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SUGANO Toshihiko
Fujitsu Limited
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