The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation-Reference-Cited by-同舟云学术

The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation

Published:2007-09 Issue:9 Volume:63 Page:1241-1253
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Cabrero J.M.,Bayo E.

Publisher

Elsevier BV

Subject

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

Reference34 articles.

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2. Moment–rotation curves for bolted connections;Yee;Journal of Structural Engineering ASCE,1986

3. Jaspart JP. Etude de la Semi-Rigidite des Noeuds Poutre-Colonne et son Influence sur la Resistance et la Stabilite des Ossatures in Acier. Ph.D. thesis. University of Liege; 1991

4. CEN, Eurocode 3: Design of steel structures. Part 1.8: Design of Joints (EN 1993-1-8:2005). 2005

5. Structural steel semirigid connections: Theory, design and software;Faella,2000

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