Art

J-GLOBAL ID：200902139069493440   Reference number：00A0511916

Effects of multi-directional displacement paths on the cyclic behaviour of rectangular hollow steel columns.

鋼角形断面柱の繰り返し挙動に及ぼす水平2方向変位履歴の影響について

Author (3)： WATANABE E (Kyoto Univ., Kyoto, JPN) ,  SUGIURA K (Kyoto Univ., Kyoto, JPN) ,  OYAWA W O (Kyoto Univ., Kyoto, JPN)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 647  Page： 79-95  Publication year： Apr. 21, 2000 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *bridge pier ,...

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JST classification (2)： Structural dynamics  (HD02000E) ,  Substructure  (RC06060B)

Reference (29)：

• FUKUMOTO, Y. Structural Stability Design. Steel and composite Structures. 1997, 1-7
• WATANABE, E. Lessons from the 1995 Great Hanshin-Awaji Earthquake:Performance of concrete and steel bridge structures. J.Civil Engrg., JKUAT, Nairobi. 1996, 2, 40-64
• Japan Road Association. V Earthquake-resistant design. Specification for highway bridges. 1980
• Japan Road Association. II Steel bridges. Specification for highway bridges. 1973
• USAMI, T. Cyclic behaviour of thin-walled steel structures-numerical analysis. J.Thin-Walled Structures. 1998, 32, 1-3, 41-80

Terms in the title (6)： 鋼 ,  角形 ,  挙動 ,  2方向 ,  変位 ,  履歴