J1010202 Study on Seismic Safety Improvement for Hanging Mechanical Structure in Long Duration Seismic Input
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- YOSHIDA Kazuhiro
- 東京都市大学大学院工学研究科共同原子力専攻
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- FURUYA Osamu
- Graduate School of Tokyo City Univ. Dept. of Nuclear Safety Engineering
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- ASAOKA Sho
- Tokyo City Univ. Dept. of Nuclear Safety Engineering
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- OGATA Keiji
- Yacmo Co. Ltd.
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- NIIYAMA Nobuhiro
- Yacmo Co. Ltd.
Bibliographic Information
- Other Title
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- J1010202 長継続時間地震時の天吊り型機械構造物の耐震安全性向上に関する研究([J101-2]耐震・免震・制震 耐震(2))
Description
In the Great East Japan Earthquake (GEJE), a lot of seismic damage in hanging type mechanical structure in several industrial facilities with low damping occurred by a long duration earthquake, and the industrial function stopped at many facilities. Moreover, the fallen hanging type mechanical structure was associated with the production of the secondary damage such as a cut of an evacuation route. This study has been carried out the seismic safety improvement of hanging type mechanical structure in long duration earthquake from an analytical and experimental approach. In this paper, the fundamental experimental results of falling mechanism of hanging type mechanical structure is shown, and analytical results using nonlinear model with hysteresis damping is described.
Journal
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- The Proceedings of Mechanical Engineering Congress, Japan
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The Proceedings of Mechanical Engineering Congress, Japan 2014 (0), _J1010202--_J1010202-, 2014
The Japan Society of Mechanical Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680819404288
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- NII Article ID
- 110009943998
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- ISSN
- 24242667
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed