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高耐久性埋設型枠を設置したRC梁の弾塑性挙動解析
http://hdl.handle.net/10069/5119
http://hdl.handle.net/10069/5119a5f4c829-3495-4749-9373-2f34051f19a1
名前 / ファイル | ライセンス | アクション |
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KJ00000136500.pdf (586.1 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2007-01-26 | |||||
タイトル | ||||||
タイトル | 高耐久性埋設型枠を設置したRC梁の弾塑性挙動解析 | |||||
言語 | ||||||
言語 | jpn | |||||
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 | |||||
著者 |
松田, 浩
× 松田, 浩× 崎山, 毅× 森田, 千尋他 |
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著者別名 | ||||||
姓名 | Matsuda, Hiroshi | |||||
著者別名 | ||||||
姓名 | Sakiyama, Takeshi | |||||
著者別名 | ||||||
姓名 | Morita, Chihiro | |||||
その他のタイトル | ||||||
その他のタイトル | Elasto-Plastic Behavior Analysis of RC Beams with PIC Boads | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In order to simulate the experiment of RC beams with PIC boards, we carried out crack analysis by using the nonlinear FEM program which considered bond-slip between steel and concrete. As the results of numerical analysis, we could get the good results. In this study, we analyzed RC beams with PIC boards in compression or tension side, by using FEM code (MARC) RC model was used with Okamura and Maekawa's models. We confirmed that analytical results can be simulated the experiment. | |||||
書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 巻 30, 号 55, p. 199-205, 発行日 2000-07 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00199-P00205 | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告 Vol.30(55) p.199-205, 2000 |