Reliability Analysis of Structures under Seismic Excitation : Part II : Reliability by cumulative damage failure method
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概要
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In this paper the fracture reliability of structures due to cumulative damage fatigue is obtained by combining the seismic response which is obtained in Part I and the experimental data on the low frequency fatigue, in which the variation of material characteristics due to damage is considered. By using the method, the effect of eigenfrequency of the structures, one and two degrees of freedom systems and magnitude of stress on the probability of cumulative damage fatigue failure is 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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NAKAGAWA Takao
Faculty of Engineering, Kobe University
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Nakagawa Takao
Faculty Of Engineering Kobe University
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