DSpace 日本語
 

九州産業大学図書館学術リポジトリ >
1 学部紀要 >
工学部 >
九州産業大学工学部研究報告 >
第42号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11178/4534

Title: 円筒タンク模型のスロッシング波高に関する一考察(都市基盤デザイン工学科)
Other Titles: A Consideration concerning a Sloshing Wave Height of a Cylindrical Tank's Model(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING)
Authors: 水田, 洋司
川口, 周作
白地, 哲也
菅付, 紘一
松浦, 一郎
MIZUTA, Yoji
KAWAGUCHI, Shusaku
SHIRACHI, Tetsuya
SUGATSUKE, Koichi
MATSUURA, Ichiro
ミズタ, ヨウジ
カワグチ, シュウサク
シラチ, テツヤ
スガツケ, コウイチ
マツウラ, イチロウ
九州産業大学 工学部 都市基盤デザイン工学科 / 九州産業大学大学院 工学研究科 社会開発・環境 システム工学専攻:新日本製鐵株式会社 / 九州産業大学 工学部 都市基盤デザイン工学科 / 九州産業大学大学院 工学研究科 土木工学専攻 / 九州産業大学大学院 工学研究科 土木工学専攻
Keywords: sloshing
cylindrical tank's model
wave height
wave height reduction method
Issue Date: 20-Dec-2005
Publisher: 九州産業大学工学部
Abstract: After the Tokachi-0ki earthquake, earthquake proofing of cylindrical tanks are demanded. In particular, the measure against a sloshing is demanded. However, there is not a method obtaining effective result in an actual tank. In this paper, we propose a wave height reduction method and explain about effects of it. This proposed method is used a support and a flat board as an instrument. At first, we performed an experiment of a shaking table using the cylindrical tank's model. We examined the wave height and the wave pressure of the sloshing. When we used the proposing method, we measured the wave height and the wave pressure too. Next, in numerical analysis, we calculated sloshing wave height in a condition same as an experiment and examined the propriety of numerical analysis.
URI: http://hdl.handle.net/11178/4534
Appears in Collections:第42号

Files in This Item:

File Description SizeFormat
KJ00004509634.pdf1.09 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! Contact to Kyushu Sangyo University Library Institutional Repository
3-1 2-chome Matsukadai Higashi-ku Fukuoka-shi 813-8503,JAPAN.
Phone: (092)-673-5863
Kyushu Sangyo University Library Institutional Repository Staff