The effect of stiffeners on the strain patterns of the welded connection zone-Reference-Cited by-同舟云学术

The effect of stiffeners on the strain patterns of the welded connection zone

Published:2010-01 Issue:1 Volume:66 Page:19-27
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kiamanesh Roozbeh,Abolmaali Ali,Ghassemieh Mehdi

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Non-Linear analysis of I-beam to box-column connection;Ting;Journal of Construction Steel Research,1994

2. Behavior of I-beam to box-column connections stiffened externally and subjected to fluctuating loads;Shanmugam;Journal of Construction Steel Research,1991

3. White RN, Fang PJ. Framing connections for square structural tubing. In: National engineering conference. 1695. p. 74–102

4. Chen SJ, Lin HY. Experimental study of steel I-Beam to Box-Column moment connection. In: 4th international conference on steel structures and space frames. 1990. p. 41–7

5. Seismic performance of ductile welded connections using T-stiffener;Ghobadi;Journal of Constructional Steel Research,2009

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