Effect of Vertical Seismic Load on Shear-Bending Buckling Strength of Thin Cylindrical Shells
スポンサーリンク
概要
- 論文の詳細を見る
In order to investigate various nonlinear response characteristics, including buckling, of thin cylindrical shells under vertical and horizontal seismic motion, pseudodynamic experiments and nonlinear response simulation analysis are performed. It is confirmed that buckling is caused mainly by horizontal seismic loads, and that vertical seismic loads reduce the lateral load-carrying capacity of cylinders and amplify the response displacement for a given horizontal seismic load. To evaluate the amplification of nonlinear horizontal responses due to vertical input motions, we define a response amplification factor, which is calculated from the floor response spectra of seismic waves.
- 一般社団法人日本機械学会の論文
- 1996-12-15
著者
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AKIYAMA HIROSHI
Department of Gastrointestinal Surgery, Toranomon Hospital
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Akiyama Hiroshi
Real Estate Science Graduate School Of Science And Technology Nihon University
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Akiyama H
Real Estate Science Graduate School Of Science And Technology Nihon University
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Nakagawa M
Nuclear System Division Nuclear Engineering And Product Division Hitachi Ltd.
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NAKAGAWA Masaki
Mechanical Engineering Research Laboratory, Hitachi, Ltd.
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Fukuyama Mayumi
Mechanical Engineering Research Laboratory, Hitachi, Ltd.
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Fukuyama M
Toray Ind. Inc. Shiga Jpn
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Hagiwara Y
Kyoto Inst. Technol. Kyoto Jpn
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Ishihama Kiyoshi
Hitachi Works, Hitachi Ltd
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Hagiwara Yutaka
Central Research Institute of the Electric Power Industry
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Ishihama Kiyoshi
Hitachi Works Hitachi Ltd
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AKIYAMA Hiroshi
Department of Applied Mathematics and Physics Faculty of Engineering Kyoto University
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