Evaluation of elastic stiffness and yield strength of high strength steel box-shaped column to beam flange joint in an exterior diaphragm moment connection

Ryosuke Oba, Tomohiro Kinoshita, Keiichiro Suita, Yuji Koetaka, Shintaro Matsuo, Yukio Murakami

研究成果: Contribution to journalArticle査読

3 被引用数 (Scopus)

抄録

This study regards a beam-flange to exterior diaphragm moment connection in case of high-strength box-shaped column and small exterior protrusion of diaphragm plate. To evaluate elastic stiffness and yield strength of beam flange to diaphragm plate joints, two mechanical models, the exterior diaphragm model and the column model are proposed. To verify the validity of evaluation methods, proposed calculated values are compared with results of FEM analysis and experimental results.

本文言語英語
ページ(範囲)2123-2132
ページ数10
ジャーナルJournal of Structural and Construction Engineering
81
730
DOI
出版ステータス出版済み - 12 2016

All Science Journal Classification (ASJC) codes

  • Architecture
  • Building and Construction

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