Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints-Reference-Cited by-同舟云学术

Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints

Published:2002-06 Issue:6 Volume:44 Page:1047-1065
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

de Lima L.R.O.,de Andrade S.A.L.,da S. Vellasco P.C.G.,da Silva L.S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference15 articles.

1. General report;Jaspart;Journal of Constructional Steel Research,2000

2. A design method for the tension side of statically-loaded, bolted beam-to-column joints;Zoetemeijer;Heron,1974

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

4. Jaspart J-P. Etude de la semi-rigidité des noeuds poutre-colonne et son influence sur la resistance des ossatures en acier. Ph.D. thesis, Department MSM, University of Liége, Belgium, 1991 (in French).

5. A ductility model for steel connections;Silva;Journal of Constructional Steel Research,2001

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