EVALUATION OF TSUNAMI FLUID FORCE ACTED ON TSUNAMI REFUGE BUILDING BY USING A STABILIZED ISPH
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- ASAI Mituteru
- 九州大学 工学研究院社会基盤部門
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- GODA Tetsuro
- 九州大学大学院工学府 建設システム工学専攻
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- OGUNI Kenji
- 慶應義塾大学 理工学部システムデザイン工学科
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- ISOBE Daigoro
- 筑波大学 システム情報系 構造エネルギー工学域
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- KASHIYAMA Kazuo
- 中央大学 理工学部都市環境学科
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- ISSHIKI Masaharu
- 愛媛大学大学院 電子情報工学専攻
Bibliographic Information
- Other Title
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- 安定化ISPH法を用いた津波避難ビルに作用する流体力評価
Abstract
The tsunami caused by the great east Japan earthquake lead to collapse infrastructures including bridge and breakwater. It is important to reconsider disaster prevention and mitigation techniques towards next millennium tsunami. Currently, most of local governments in Japan are promoting the selection and specification of tsunami refuge buildings for people who live in the difficult area to evacuate within the limited time. However it's difficult to settle the design code of tsunami refuge building because there are so many incertitude accident during tsunami related to water induced impact force, buoyancy force, tumble of the building and so on. Numerical simulation by a particle method has been conducted for the evaluation of tsunami fluid force acting on tsunami refuge building as a first step. Finally, efficiency and adequacy of numerical simulation in the design of tsunami fluid force has been discussed by comparing with the current design code in Japan.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))
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Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 70 (2), I_649-I_658, 2014
Japan Society of Civil Engineers
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Details
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- CRID
- 1390282680328044672
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- NII Article ID
- 130004961365
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- ISSN
- 21854661
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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