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

被引：0

作者：

Oba R. ^{[1
]}

Kinoshita T. ^{[2
]}

Suita K. ^{[1
]}

Koetaka Y. ^{[1
]}

Matsuo S. ^{[3
]}

Murakami Y. ^{[4
]}

机构：

[1] Dept. of Architecture and Architectural Eng., Kyoto University

[2] Civil Engineering Dept., Steel Research Lab., JFE Steel Corp.

[3] Faculty of Human-Environment Studies, Kyushu University

[4] Construction Materials and Development Dept., JFE Steel Corp.

来源：

| 1600年 / Architectural Institute of Japan卷 / 81期

关键词：

Beam flange joint; Elastic stiffness; Exterior diaphragm moment connection; High strength steel; Yield strength;

D O I：

10.3130/aijs.81.2123

中图分类号：

学科分类号：

摘要：

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.

引用

页码：2123 / 2132

页数：9

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