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正弦波加振を受ける半剛結門型骨組の動的応答特性
http://hdl.handle.net/10258/1029
http://hdl.handle.net/10258/1029598e33b5-b8bb-48d9-8b9f-25c42c0ec486
名前 / ファイル | ライセンス | アクション |
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JAM4_203_2001.pdf (1.2 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||||||||
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公開日 | 2012-04-25 | |||||||||||||||||
タイトル | ||||||||||||||||||
言語 | ja | |||||||||||||||||
タイトル | 正弦波加振を受ける半剛結門型骨組の動的応答特性 | |||||||||||||||||
タイトル | ||||||||||||||||||
言語 | en | |||||||||||||||||
タイトル | Dynamic Response Characteristics of Semi-Rigid Portal Frames under Sinusoidal Wave Excitation | |||||||||||||||||
言語 | ||||||||||||||||||
言語 | jpn | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | semi-rigid connection | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | steel frame | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | dynamic response analysis | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | hysteretic damping | |||||||||||||||||
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 |
小室, 雅人
× 小室, 雅人
WEKO
9434
× 岸, 徳光
WEKO
483
× 矢吹, 信喜× CHEN, Wai-Fah |
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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 clarify the nonlinear dynamic response characteristics of semi-rigid steel frames, second-order elastic dynamic response analysis is performed for semi-rigid portal frame under sinusoidal wave excitation. Semi-rigid connection is represented by a discrete rotational spring whose stiffness is given by a three-parameter power model and whose hysteretic M-θ, curve is approximated using independent hardening model. The characteristics of displacement response spectra and hysteretic loops of M-θ, curve of connections are discussed. The results obtained from this study are as follows: 1) the bigger the input acceleration amplitude is and/or the smaller the connection moment capacity is, the smaller the dynamic response amplitude is; and 2) even so, by inputting acceleration with excessively high amplitude, the response spectra of the frame may be greatly increased due to the influence of zero tangent connection stiffness. | |||||||||||||||||
言語 | en | |||||||||||||||||
書誌情報 |
ja : 応用力学論文集 巻 4, p. 203-210, 発行日 2001-08 |
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出版者 | ||||||||||||||||||
言語 | ja | |||||||||||||||||
出版者 | 土木学会 | |||||||||||||||||
出版者版へのリンク | ||||||||||||||||||
10.2208/journalam.4.203 | ||||||||||||||||||
https://doi.org/10.2208/journalam.4.203 | ||||||||||||||||||
DOI | ||||||||||||||||||
関連タイプ | isIdenticalTo | |||||||||||||||||
識別子タイプ | DOI | |||||||||||||||||
関連識別子 | 10.2208/journalam.4.203 | |||||||||||||||||
論文ID(NAID) | ||||||||||||||||||
関連タイプ | isIdenticalTo | |||||||||||||||||
識別子タイプ | NAID | |||||||||||||||||
関連識別子 | 130004091339 | |||||||||||||||||
日本十進分類法 | ||||||||||||||||||
主題Scheme | NDC | |||||||||||||||||
主題 | 510 | |||||||||||||||||
ISSN | ||||||||||||||||||
収録物識別子タイプ | PISSN | |||||||||||||||||
収録物識別子 | 13459139 | |||||||||||||||||
書誌レコードID | ||||||||||||||||||
収録物識別子タイプ | NCID | |||||||||||||||||
収録物識別子 | AA11311063 | |||||||||||||||||
権利 | ||||||||||||||||||
言語 | ja | |||||||||||||||||
権利情報 | Copyright 2001 土木学会 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、土木学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 |