Article (Scientific journals)
General report - Session on connections
Jaspart, Jean-Pierre
2000In Journal of Constructional Steel Research, 55, p. 69-89
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Keywords :
structural joints; building frames; economy; characterisation; modelling; classification; idealisation; experimentation; fitting; mechanical model; analytical model; numerical model; practical design tool; static loading; earthquake; fire
Abstract :
[en] As a result of a world-wide intensive research activity, a new design concept for structural moment resistant joints has been suggested and implemented in design codes. In the present paper, its background is first briefly described and the main contributions to its development are presented. As a matter of fact, because of the high number of past and ongoing researches, reports and papers devoted to this topic, an exhaustive list of all these works could not be established in a limited number of pages. The possibilities of extension of the new design concepts, which have been first developed for steel beam-to-column joints under static loading, are particularly pointed out. This aspect appears quite important as in the near future it should provide designers with a unified design approach for structural joints whatever their loading, their configurations and the nature of their constitutive material(s).
Disciplines :
Civil engineering
Author, co-author :
Jaspart, Jean-Pierre  ;  Université de Liège - ULiège > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
Language :
English
Title :
General report - Session on connections
Publication date :
2000
Journal title :
Journal of Constructional Steel Research
ISSN :
0143-974X
eISSN :
1873-5983
Publisher :
Elsevier Science, Oxford, United Kingdom
Volume :
55
Pages :
69-89
Peer reviewed :
Peer Reviewed verified by ORBi
Available on ORBi :
since 23 November 2009

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