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

Shintaro Matsuo

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

Shintaro Matsuo

研究成果: 書籍/レポートタイプへの寄稿 › 会議への寄与

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月 30 2016 → 6月 1 2016

その他

その他	International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
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

他のファイルとリンク

引用スタイル

Experimental study on mechanical behavior of beam to square cft column connections with built-in reinforcing bars. / Matsuo, Shintaro.

Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. European Convention for Constructional Steelwork, 2016. p. 205-212.

研究成果: 書籍/レポートタイプへの寄稿 › 会議への寄与

Matsuo, S 2016, Experimental study on mechanical behavior of beam to square cft column connections with built-in reinforcing bars. in Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. European Convention for Constructional Steelwork, pp. 205-212, International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016, Timisoara, 5/30/16.

@inproceedings{24d12c4211e645f582b4387c97574f7e,

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

abstract = "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.",

author = "Shintaro Matsuo",

year = "2016",

language = "English",

pages = "205--212",

booktitle = "Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016",

publisher = "European Convention for Constructional Steelwork",

note = "International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 ; Conference date: 30-05-2016 Through 01-06-2016",

}

TY - GEN

T1 - Experimental study on mechanical behavior of beam to square cft column connections with built-in reinforcing bars

AU - Matsuo, Shintaro

PY - 2016

Y1 - 2016

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=85010766699&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85010766699&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:85010766699

SP - 205

EP - 212

BT - Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

PB - European Convention for Constructional Steelwork

T2 - International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

Y2 - 30 May 2016 through 1 June 2016

ER -

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

抄録

その他

!!!All Science Journal Classification (ASJC) codes

他のファイルとリンク

フィンガープリント

引用スタイル