Reference : Innovative bolted beam-to-column joints for seismic resistant building frames

	Document type :	Scientific congresses and symposiums : Paper published in a book
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/2268/126292

Title :	Innovative bolted beam-to-column joints for seismic resistant building frames
Language :	English
Author, co-author :	Coméliau, Ludivine [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
	Demonceau, Jean-François [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
	Jaspart, Jean-Pierre [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Publication date :	In press
Main document title :	CONNECTIONS VII proceedings
On invitation :	Yes
Audience :	International
Event name :	CONNECTIONS VII - TC10 workshop in Timisoara
Event date :	30 mai 2012 - 01 juin 2012
Event organizer :	University of Timisoara, Romania
	ECCS
Event place (city) :	Timisoara
Event country :	Romania
Keywords :	[en] Beam-to-column joints ; innovative ; capacity design ; seismic design ; overstrength
Abstract :	[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.
Permalink :	http://hdl.handle.net/2268/126292

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