Paper published in a book (Scientific congresses and symposiums)
Advantages of using dissipative connections in the diagonals of high rise concentric braced frames
Doneux, C. L.; Plumier, André; Degée, Hervé
2006In Mazzolani; Wada (Eds.) Proceedings of the STESSA Conference
Peer reviewed
 

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Abstract :
[en] The paper presents a quantitative comparison of two seismic design of a concentric braced frame of 15 storey height for a 0.4 g PGA: one classical design in which connections of diagonals are capacity designed to the diagonal sections and one innovative design introducing dissipative connections at the ends of the diagonals. The structures are first designed by equivalent static design. Pushover analysis and non linear dynamic analyses are then performed to compare the real behavior and performance of the structures. The advantages of using dissipative connections are confirmed in a high rise flexible building.
Disciplines :
Civil engineering
Author, co-author :
Doneux, C. L.
Plumier, André  ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Ingéniérie sismique
Degée, Hervé ;  Université de Liège - ULiège > Département ArGEnCo > Département ArGEnCo
Language :
English
Title :
Advantages of using dissipative connections in the diagonals of high rise concentric braced frames
Publication date :
2006
Event name :
STESSA Conference
Audience :
International
Main work title :
Proceedings of the STESSA Conference
Editor :
Mazzolani
Wada
Publisher :
Taylor & Francis Group, London, United Kingdom
ISBN/EAN :
0-415-40824-5
Pages :
677-682
Peer reviewed :
Peer reviewed
Available on ORBi :
since 11 December 2009

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