抄録
This study presents the development of a new connection of beam to square CFT column. The connection is characterized by the use of built-in reinforcing bars in the CFT members, which joint the column to column without a welding work. Therefore, it can be easily applied on the structure using super high strength steel that has been developed in recent years. In this study, the applicability of this connection is investigated experimentally with several specimens. As a result, it reveals that the hysteretic behaviors are very stable in the case of the appropriate anchored length of the bars. And the proposed strength evaluation method is reasonable for the practical use.
本文言語 | 英語 |
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ホスト出版物のタイトル | Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 |
出版社 | European Convention for Constructional Steelwork |
ページ | 205-212 |
ページ数 | 8 |
ISBN(電子版) | 9789291471331 |
出版ステータス | 出版済み - 2016 |
外部発表 | はい |
イベント | International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 - Timisoara 継続期間: 5月 30 2016 → 6月 1 2016 |
その他
その他 | International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 |
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City | Timisoara |
Period | 5/30/16 → 6/1/16 |
!!!All Science Journal Classification (ASJC) codes
- 土木構造工学
- 建築および建設
- 安全性、リスク、信頼性、品質管理