WEKO3
アイテム
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鋼管橋脚模型の弾塑性挙動に関する実験的数値解析的研究
http://hdl.handle.net/10258/165
http://hdl.handle.net/10258/1656f419962-a805-4bed-a534-a1086648196c
名前 / ファイル | ライセンス | アクション |
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49-175.pdf (2.9 MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||||||||||
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公開日 | 2007-06-12 | |||||||||||||||||
タイトル | ||||||||||||||||||
言語 | ja | |||||||||||||||||
タイトル | 鋼管橋脚模型の弾塑性挙動に関する実験的数値解析的研究 | |||||||||||||||||
タイトル | ||||||||||||||||||
言語 | en | |||||||||||||||||
タイトル | Experimental and Numerical Study on Elastic-Plastic Behavior of Steel Pipe Pier Models | |||||||||||||||||
言語 | ||||||||||||||||||
言語 | jpn | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | steel-pipe | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | pier | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | elastic-plastic behavior | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | FEM analysis | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | three-surface model | |||||||||||||||||
資源タイプ | ||||||||||||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||||||||
資源タイプ | departmental bulletin paper | |||||||||||||||||
アクセス権 | ||||||||||||||||||
アクセス権 | open access | |||||||||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||||||||
著者 |
岸, 徳光
× 岸, 徳光
WEKO
483
× 小室, 雅人
WEKO
9434
× 小枝, 日出夫× 後藤, 芳顯 |
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室蘭工業大学研究者データベースへのリンク | ||||||||||||||||||
小室 雅人(KOMURO Masato) | ||||||||||||||||||
http://rdsoran.muroran-it.ac.jp/html/100000258_ja.html | ||||||||||||||||||
抄録 | ||||||||||||||||||
内容記述タイプ | Abstract | |||||||||||||||||
内容記述 | In order to investigate the effects of radius-thickness ratio and an axial force on the maximum lateral loading capacity and ductility of steel-pipe bridge piers, monotonic and cyclic loading tests for steel-pipe pier models are carried out under a compressive axial load. And also, in order to establish a rational analysis method for the pipe piers under lateral cyclic loading, applicability of three types of constitutive rules are investigated comparing with experimental results which are isotropic hardening rule, kinematic hardening rule, and three-surface model. From these studies, following results are obtained: 1) decreasing radius-thickness ratio and the axial load, nondimensional maximum lateral loading capacity can not be increased, but ductility can be improved, and 2) three-surface model is the best constitutive rule for the estimation of load-displacement hysteresis loop and local buckling mode among three rules considered here. | |||||||||||||||||
言語 | en | |||||||||||||||||
書誌情報 |
ja : 室蘭工業大学紀要 en : Memoirs of the Muroran Institute of Technology 巻 49, p. 175-186, 発行日 1999-11-30 |
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注記 | ||||||||||||||||||
内容記述タイプ | Other | |||||||||||||||||
内容記述 | 投稿論文 | |||||||||||||||||
言語 | ja | |||||||||||||||||
出版者 | ||||||||||||||||||
言語 | ja | |||||||||||||||||
出版者 | 室蘭工業大学 | |||||||||||||||||
論文ID(NAID) | ||||||||||||||||||
関連タイプ | isIdenticalTo | |||||||||||||||||
識別子タイプ | NAID | |||||||||||||||||
関連識別子 | 110000076539 | |||||||||||||||||
日本十進分類法 | ||||||||||||||||||
主題Scheme | NDC | |||||||||||||||||
主題 | 515 | |||||||||||||||||
ISSN | ||||||||||||||||||
収録物識別子タイプ | PISSN | |||||||||||||||||
収録物識別子 | 13442708 | |||||||||||||||||
書誌レコードID | ||||||||||||||||||
収録物識別子タイプ | NCID | |||||||||||||||||
収録物識別子 | AA11175464 | |||||||||||||||||
権利 | ||||||||||||||||||
言語 | ja | |||||||||||||||||
権利情報 | © 1999 室蘭工業大学 | |||||||||||||||||
著者版フラグ | ||||||||||||||||||
出版タイプ | VoR | |||||||||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||||||||
フォーマット | ||||||||||||||||||
内容記述タイプ | Other | |||||||||||||||||
内容記述 | application/pdf |