Deformation Behavior and Strength of Beam-to-Column Connections in Steel Portal Frame

Y. M. Kim; C. M. Yang; N. H. KoD. P. Hong

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Deformation Behavior and Strength of Beam-to-Column Connections in Steel Portal Frame

机译：Deformation Behavior and Strength of Beam-to-Column Connections in Steel Portal Frame

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摘要

This paper presents an experimental work on the cyclic behavior of bolted and welded beam-to-column connections in steel portal frame. Three types of connection were used; tests for each specimen were performed twice in order to maintain test reliability. Specimen 1 (DWA) had only a double web angle connection, specimen 2 (TSD) had a top and seat angles with double web angle connection, and specimen 3 (FW) had a fully welded connection. All specimens were tested under cyclic loading conditions in order to simulate the effects of earthquakes. We also conclude that with appropriate design and careful consideration of connection strength and stiffness, the steel project economy may be maximized.

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来源
《Key engineering materials》 |2007年第1期|675-678|共4页
作者
Y. M. Kim; C. M. Yang; N. H. KoD. P. Hong;
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作者单位

Department of Architecture and Urban Engineering, Chonbuk National University, Chonju, Korea;

itt.edu;

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原文格式 PDF
正文语种英语
中图分类工程基础科学;
关键词
strength; failure mode; deformation behavior; stiffness; steel connection;

Deformation Behavior and Strength of Beam-to-Column Connections in Steel Portal Frame

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