Reference : Innovative bolted beam-to-column joints for seismic resistant building frames
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/126292
Innovative bolted beam-to-column joints for seismic resistant building frames
English
Coméliau, Ludivine mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Demonceau, Jean-François mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
Jaspart, Jean-Pierre mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
2012
CONNECTIONS VII proceedings
Dubina, Dan
Grecea, Daniel
ECCS
133
199-208
Yes
Yes
International
978-92-9147-114-0
CONNECTIONS VII - TC10 workshop in Timisoara
30 mai 2012 - 01 juin 2012
University of Timisoara, Romania
ECCS
Timisoara
Romania
[en] Beam-to-column joints ; innovative ; capacity design ; seismic design ; overstrength
[en] In the present paper, innovative joint configurations leading to more economical
solutions for full-strength beam-to-column joints for seismic building frames are
detailed. The specificities of these joints are due to the fact that (i) the column is
made of high strength steel while the beam are made of mild carbon steel and (ii)
the design of some components allows partially neglecting the overstrength factor.
Also, methods for the characterisation of specific joint components not directly covered
by the Eurocode recommendations are proposed.
http://hdl.handle.net/2268/126292

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