Reference : Improving the seismic robustness of reinforced concrete frames by using locally hybrid s...
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/32192
Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columns
English
Degée, Hervé mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
Plumier, André mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingéniérie sismique >]
2009
Proceedings of the STESSA 2009 Conference
pp. 325-330
Yes
International
STESSA 2009 Conference
[en] The proposed concept consists in placing a steel profile with limited size inside the reinforced concrete column of the first level of the building. This profile is not considered for the design and is essen-tially assumed to act as a safety belt activated only in case of deficiencies of the concrete under earthquake action, providing thus the requested robustness and limiting the risk of soft-storey mechanisms even in the most unfavorable conditions. Theoretical, experimental and numerical investigations summarized in the pre-sent contribution are aiming at demonstrating the efficiency of the concept.
http://hdl.handle.net/2268/32192

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