EVALUATION OF WELDED FLANGE PLATE CONNECTIONS BETWEEN STEEL BEAMS AND BOX COLUMNS

被引：0

作者：

Gholami, M. ^{[1
]}

Tehranizadeh, M. ^{[1
]}

Deylami, A. ^{[1
]}

机构：

[1] Amirkabir Univ Technol, Dept Civil & Environm Engn, Tehran, Iran

来源：

ADVANCED STEEL CONSTRUCTION | 2013年 / 9卷 / 01期

关键词：

Connections; Flange plate; Box columns; Steel beam; Experimental program; Finite element analysis; MOMENT-RESISTING CONNECTIONS; END-PLATE; DUCTILITY; DETAILS; FRAMES; STATES;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study elucidates the behavior of flange plate connection between a steel beam and a welded box column. Four finite element models simulating an exterior connection were prepared and analyzed. On the basis of finite element results, two flange plate connection details which are the reinforcing plate length and plate-to-flange fillet weld geometry were improved. Then, two full-scale specimens with flange plate connections were tested using a standard connection requalification test protocol. The flange plate connections of test specimens achieved the AISC seismic provision requirements for special moment frames.

引用

页码：59 / 76

页数：18

共 20 条

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