Experimental study on mechanical behavior of beam to square cft column connections with built-in reinforcing bars

Shintaro Matsuo

研究成果: Chapter in Book/Report/Conference proceedingConference contribution

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
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 30 20166 1 2016

その他

その他International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
CityTimisoara
Period5/30/166/1/16

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

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