TY - JOUR
T1 - Evaluation of elastic stiffness and yield strength of high strength steel box-shaped column to beam flange joint in an exterior diaphragm moment connection
AU - Oba, Ryosuke
AU - Kinoshita, Tomohiro
AU - Suita, Keiichiro
AU - Koetaka, Yuji
AU - Matsuo, Shintaro
AU - Murakami, Yukio
PY - 2016/12
Y1 - 2016/12
N2 - 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.
AB - 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.
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U2 - 10.3130/aijs.81.2123
DO - 10.3130/aijs.81.2123
M3 - Article
AN - SCOPUS:85007593503
SN - 1340-4202
VL - 81
SP - 2123
EP - 2132
JO - Journal of Structural and Construction Engineering
JF - Journal of Structural and Construction Engineering
IS - 730
ER -