BASIC STUDY ON THE EFFECT ON THE CABLE STAYED BRIDGE COLLIDED BY LARGE DRIFTING SHIP BY NANKAI TROUGH QUAKE
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- YATSUMOTO Hitoshi
- 阪神高速道路株式会社技術部技術開発課
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- SUZUKI Takeshi
- 阪神高速道路株式会社技術部技術開発課
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- TASAKI Kenji
- 大日本コンサルタント株式会社復興防災推進部
Bibliographic Information
- Other Title
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- 南海トラフ地震により漂流した大型船舶と斜張橋の衝突に関する基礎的検討
Abstract
Nankai Trough quake is predicted to occur in the near future and the disaster prevention and mitigation is becoming important. It is expected that the inter plate earthquake such as the Great East Japan Earthquake in 2011 induces severe damage caused by not only vibration, but also tsunami force from the disaster experience.<br> Hanshin expressway has been conducted various disaster prevention and mitigation studies. As one of mitigation studies, the collision analysis between the large drifting ship and the Hanshin Expressway cable stayed bridge located along the coast of Osaka bay was conducted. In this study, the collision effect on the cable stayed bridge was obtained by using the 3-D frame analysis that is a conventional method for seismic analysis and taking the collision force evaluated from the fundamental physical low into consideration. From the results of this study, it was found that the effect of impact force on the cable stayed bridge is not critical.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 71 (4), I_448-I_458, 2015
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205350638080
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- NII Article ID
- 130005100265
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- ISSN
- 21854653
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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