| 種別 | paper |
| 主題 | Two-Dimensional Loading Tests of Various Types of Steel Girder-Concrete Pier Joints |
| 副題 | |
| 筆頭著者 | Abubaker AL-SAKKAF （Osaka University） |
| 連名者1 | Shigeyuki MATSUI（Osaka University） |
| 連名者2 | Kazuo TAKABAYASHI（Osaka University） |
| 連名者3 | Hirokazu HIRAGI（Setsunan University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | beam-column connections, composite connection, horizontal load-carrying capacity, cracking pattern, studs |
| 巻 | 22 |
| 号 | 3 |
| 先頭ページ | 991 |
| 末尾ページ | 996 |
| 年度 | 2000 |
| 要旨 | Composite beam-column connections were investigated under static loading. Five types of composite joints connecting the RC-pier directly to the steel girder were investigated. These types of connections are Shape Steel Leg Inserting, Anchor Bolt, RC Pier Enveloping Main Girder, RC Pier Enveloping Cross Girder, and Capping Pier Head. These connections were investigated by varying such parameters on studs as the locations, and the number. The test results on deflection of the pier, strain of reinforcements in the pier, cracking pattern and the ultimate load-carrying capacities were considered on the basis of the differences of the types and studs. |
| PDFファイル名 | 022-01-3166.pdf |