References of "2008"
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See detailConjuguer apprentissage de l’histoire et compréhension du présent. Quelles modalités ? Quelles implications ?
Jadoulle, Jean-Louis ULg

in Enjeux du monde. Enjeux d’apprentissage. Quels apports des didactiques ? (2008, December 09)

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See detailComment évaluer les effets de l'éducation ?
Vandoorne, Chantal ULg

in Eduquer les mangeurs ? De l'éducation nutritionnelle à l'éducation alimentaire (2008, December 09)

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See detailVitamin D: far beyond the bone metabolism
Cavalier, Etienne ULg

Conference given outside the academic context (2008)

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See detailL’autonomie de l’œuvre d’art. Débat entre esthétiques formalistes et théories culturelles
Hagelstein, Maud ULg

Scientific conference (2008, December 07)

Le débat sur l'autonomie de l'œuvre d'art est tout à fait central pour l'historiographie et pour l'épistémologie de l'histoire de l'art, il se joue entre plusieurs protagonistes, dont les principaux sont ... [more ▼]

Le débat sur l'autonomie de l'œuvre d'art est tout à fait central pour l'historiographie et pour l'épistémologie de l'histoire de l'art, il se joue entre plusieurs protagonistes, dont les principaux sont : d'un côté Heinrich Wölfflin et Aloïs Riegl (les formalistes) et, dans l'autre camp Aby Warburg et Erwin Panofsky (défenseurs d'une histoire de l'art de type culturelle – issue de Burckhardt). Il y a là un antagonisme important entre deux manières opposées d'aborder les œuvres d'art. [less ▲]

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See detailLa Commune de 1871 comme forme (du) politique. Autour de L’État et la révolution (Lénine, 1917)
Bolmain, Thomas ULg

Scientific conference (2008, December 06)

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See detailDe la sociologie du journalisme à l’analyse du discours médiatique
Geuens, Geoffrey ULg

Conference given outside the academic context (2008)

Atelier d'éducation aux médias

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See detailPoint de vue de la SBAR
Brichant, Jean-François ULg

Conference (2008, December 06)

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See detailBehavior of Deep Reinforced Concrete Beams under Monotonic and Reversed Cyclic Load
Mihaylov, Boyan ULg

Doctoral thesis (2008)

Non-slender reinforced concrete beams find extensive application in cases where heavy loads need to be transferred over a given span. The safety of this kind of structural elements is often critical for ... [more ▼]

Non-slender reinforced concrete beams find extensive application in cases where heavy loads need to be transferred over a given span. The safety of this kind of structural elements is often critical for the safety of the structure as a whole. The research described in this thesis is devoted to studying the behaviour of lightly-reinforced non-slender beams under monotonic and reversed cyclic loads, as particular consideration is given to the load-bearing mechanisms which occur in moderately-deep beams. The choice of this topic was motivated in part by verification studies which show that the current code procedures for shear design of members without web reinforcement are least accurate in the range of transition from deep to slender beams. Furthermore, the issue of cyclic response of lightly-reinforced deep beams is of great importance for seismic assessment of existing structures, especially if the similarity between the load-bearing mechanisms in deep beams and those in other non-slender components such as coupling beams, squat shear walls, and frame joints is recognized. An experimental program consisting of ten tests of large non-slender reinforced concrete beams has been performed. All specimens failed in shear after transition from beam load-bearing mechanism to arch action (specimens without stirrups) or truss actions (specimens with stirrups). A suggested kinematic model was successfully used for interpretation of the various deformation measurements. The results showed that part of the ultimate shear was carried in the cracked concrete. It was concluded that load reversals had little effect on the overall response. A test of deep beam provided with single bar #18 demonstrated that anchorage by anchor heads is effective even when the biggest ASTM reinforcing bar is used. Comparison between experimentally-obtained and calculated shear strengths showed that the CSA code rendered reasonably conservative predictions compared to the mostly unconservative results of the ACI and EC2 codes. Theoretical work resulted in a derivation of an improved strut-and-tie model (ISTM) which is based on the CSA shear provisions but accounts for shear carried under the critical diagonal cracks of non-slender beams without web reinforcement. Verification against a large number of tests showed that the new model is consistent with physical observations and explains the transition from deep to slender beams. Furthermore, it was shown that the ISTM can be used in combination with the above-mentioned kinematic model for estimation of the ultimate displacement and deformed shape of non-slender beams. [less ▲]

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See detailInsuffisance rénale chronique : "Epidemiology of CVRF"
Krzesinski, Jean-Marie ULg

Conference (2008, December 05)

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See detailLes stratégies juridiques des entreprises en Europe
Petit, Nicolas ULg

Conference (2008, December 05)

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See detailHigh Pathogenic Avian Influenza in Poultry Production Systems in Vietnam: Tentative Approach for an HACCP-like Risk Scoring Methodology
Le Bas, Cedric; Phan Dang, Thang ULg; Desvaux, Stéphanie et al

Scientific conference (2008, December 04)

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See detailThe Art of Erasure
Delville, Michel ULg

Scientific conference (2008, December 04)

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See detailReparametrization and mesh generation of triangulated surfaces using Gmsh
Geuzaine, Christophe ULg; Remacle, J.-F.

Scientific conference (2008, December 04)

Detailed reference viewed: 14 (0 ULg)
See detailLe management cohérent de l'entreprise coopérative
Mertens de Wilmars, Sybille ULg

Conference (2008, December 04)

Detailed reference viewed: 13 (3 ULg)