Experimental assessment of the semi-rigid connections behavior with angles and stiffeners

被引：45

作者：

Aydin, Abdulkadir Cuneyt ^{[1
]}

Kilic, Mahmut ^{[1
]}

Maali, Mahyar ^{[1
]}

Sagiroglu, Merve ^{[2
]}

机构：

[1] Ataturk Univ, Fac Engn, Dept Civil Engn, TR-25240 Erzurum, Turkey

[2] Erzurum Tech Univ, Fac Engn, Dept Civil Engn, Erzurum, Turkey

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2015年 / 114卷

关键词：

Top-and-seat angle connections; Minor column axes; Experimental testing; Resistance; Stiffness; Steel beam-to-column; END-PLATE CONNECTIONS; TO-COLUMN JOINTS; STEEL CONNECTIONS; BEAM;

D O I：

10.1016/j.jcsr.2015.08.017

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Experimental investigations were done on statically loaded beam-to-column connections that were designed with top-and-seat angles in minor column axes. This study was undertaken to analyze the influence of angles with and without stiffeners on the behavior of the beam-to-column connections. The aim was to provide necessary data to improve the Eurocode 3. While the rotation stiffness and capacity of the entire stiffener used beams decreased, the resistance moment increased. Moreover, the rotation capacity increased with the increased thickness of the top-and-seat angles. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：338 / 348

页数：11

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