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偏心引張力を受ける鉄筋コンクリート耐震壁のせん断耐力
http://hdl.handle.net/10258/1499
http://hdl.handle.net/10258/1499beea4424-1e46-43ed-9090-45d4f69e9d3f
名前 / ファイル | ライセンス | アクション |
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kaihatu44_1_2001.pdf (321.9 kB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-07-19 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 偏心引張力を受ける鉄筋コンクリート耐震壁のせん断耐力 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Shear Strength of Reinforced Concrete Shear Walls under Eccentric Tensile Axial Force | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 鉄筋コンクリート | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 耐震壁 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 偏心引張力 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | せん断耐力 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 繰り返し加力 | |||||||||||
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 | journal article | |||||||||||
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 |
溝口, 光男
× 溝口, 光男
WEKO
8673
× 荒井, 康幸× 細谷, 孝司× 坂本, 亨 |
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室蘭工業大学研究者データベースへのリンク | ||||||||||||
溝口 光男(MIZOGUCHI Mitsuo) | ||||||||||||
http://rdsoran.muroran-it.ac.jp/html/100000181_ja.html | ||||||||||||
抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | Six reinforced concrete shear wall models were buiIt and tested to investigate the effects of reversed cyclic lateral loading and eccentric tensile axial force on the shear strength behavior. For five wall specimens, the measured strength values were found to be in close agreement with the calculated values by the past shear strength equation considering the axial tensile stress, regardless of reversed cycIic lateral loading and eccentric tensile axial force. However, for the remaining one specimen, the experimental value became much smaller than the calculated value by the past equation. In this one, the elongation at the base part of the boundary column is larger than the others. It seems that the largest elongation of the boundary column caused the small experimental result. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 開発技報 巻 44, p. 1-6, 発行日 2001-09 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 開発技術研究会 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 120004469945 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 511 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 09171088 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AN10274054 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 2001 開発技術研究会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、開発技術研究会の承諾が必要です。 | |||||||||||
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 |