Reference : Practical use of dissipative connections in high rise frames with concentric bracings

	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/2268/32481

Title :	Practical use of dissipative connections in high rise frames with concentric bracings
Language :	English
Author, co-author :	Degée, Hervé [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
	Plumier, André [Université de Liège - ULg > Département Argenco : Secteur SE > Ingéniérie sismique >]
	Doneux, C. L. [> >]
Publication date :	2006
Main document title :	Proceedings of the ICMS Conference
Pages :	475-480
Peer reviewed :	Yes
Audience :	International
Event name :	ICMS Conference
Abstract :	[en] A quantitative comparison of two 15 storey high framesdesigned to resist a 0.4g PGAhas been made: one frame corresponds to a standard design in which connections of diagonals are capacity designed to the diagonal sections and the other one uses dissipative connections at the diagonals ends. The structures are designed by a standard elastic procedure under reduced forces. Pushover analysis and non linear dynamic analyses are then performed to assess the real behavior and performance of the structures. The advantages of using dissipative connections are confirmed in a high rise flexible building.
Permalink :	http://hdl.handle.net/2268/32481

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