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

Research output: Contribution to journalArticle

Abstract

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.

Original languageEnglish
Pages (from-to)2123-2132
Number of pages10
JournalJournal of Structural and Construction Engineering
Volume81
Issue number730
DOIs
Publication statusPublished - Dec 1 2016

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Diaphragms
Flanges
High strength steel
Yield stress
Stiffness
Finite element method

All Science Journal Classification (ASJC) codes

  • Architecture
  • Building and Construction

Cite this

Evaluation of elastic stiffness and yield strength of high strength steel box-shaped column to beam flange joint in an exterior diaphragm moment connection. / Oba, Ryosuke; Kinoshita, Tomohiro; Suita, Keiichiro; Koetaka, Yuji; Matsuo, Shintaro; Murakami, Yukio.

In: Journal of Structural and Construction Engineering, Vol. 81, No. 730, 01.12.2016, p. 2123-2132.

Research output: Contribution to journalArticle

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