ダウンロード数: 224
このアイテムのファイル:
| ファイル | 記述 | サイズ | フォーマット | |
|---|---|---|---|---|
| a24b1p17.pdf | 1.09 MB | Adobe PDF | 見る/開く |
完全メタデータレコード
| DCフィールド | 値 | 言語 |
|---|---|---|
| dc.contributor.author | 若林, 實 | ja |
| dc.contributor.author | 南, 宏一 | ja |
| dc.contributor.author | 西村, 泰志 | ja |
| dc.contributor.alternative | WAKABAYASHI, Minoru | en |
| dc.contributor.alternative | MINAMI, Koichi | en |
| dc.contributor.alternative | NISHIMURA, Yasushi | en |
| dc.date.accessioned | 2009-03-02T07:45:17Z | - |
| dc.date.available | 2009-03-02T07:45:17Z | - |
| dc.date.issued | 1981-04-01 | - |
| dc.identifier.issn | 0386-412X | - |
| dc.identifier.uri | http://hdl.handle.net/2433/70434 | - |
| dc.description.abstract | An experimental study is made to know the effect of working axial compression on the reductionof load carrying capacity of interior beam-to-column connection in steel reinforced concrete frames.Experimental variable is the ratio of applied axial compression to the ultimate compressive strength.Main discussion is concentrated on the shear strength, failure mechanism, strain history of webpanel and flange portion and hysteretic characteristics involved in the large deformation range undermonotonic and repeated loading. It is concluded that the load carrying capacity of beam-to-columnconnection that is supposed to fail in shear is hardly affected by magnitude of axial compressionon column | en |
| dc.format.mimetype | application/pdf | - |
| dc.language.iso | jpn | - |
| dc.publisher | 京都大学防災研究所 | ja |
| dc.publisher.alternative | Disaster Prevention Research Institute, Kyoto University | en |
| dc.subject.ndc | 511.7 | - |
| dc.subject.ndc | 501.324 | - |
| dc.title | 十字形骨組で構成される鉄骨鉄筋コンクリート柱はり接合部のせん断破壊に関する実験的研究 (その3) | ja |
| dc.title.alternative | INELASTIC SHEAR BEHAVIOR OF RIGID MOMENT-RESISTING CONNECTIONS IN CRUCIFORM STEEL REINFORCED CONCRETE FRAMES (Part 3) | en |
| dc.type | departmental bulletin paper | - |
| dc.type.niitype | Departmental Bulletin Paper | - |
| dc.identifier.ncid | AN00027784 | - |
| dc.identifier.jtitle | 京都大学防災研究所年報. B | ja |
| dc.identifier.volume | 24 | - |
| dc.identifier.issue | B-1 | - |
| dc.identifier.spage | 225 | - |
| dc.identifier.epage | 243 | - |
| dc.textversion | publisher | - |
| dc.sortkey | 17 | - |
| dc.relation.url | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html | - |
| dcterms.accessRights | open access | - |
| dc.identifier.pissn | 0386-412X | - |
| dc.identifier.jtitle-alternative | Disaster Prevention Research Institute Annuals. B | en |
| 出現コレクション: | No.24 B-1 | |
このリポジトリに保管されているアイテムはすべて著作権により保護されています。