References of "2008"
     in
Bookmark and Share    
Full Text
Peer Reviewed
See detailEffects of short chain fructo-oligosaccharides on insulin sensitivity and gene expression of fat tissues in obese dogs
Respondek, F.; Swanson, K.; Herpigny, F. et al

in Proceedings of the Nutrition Society (2008), 67

Detailed reference viewed: 21 (2 ULg)
Full Text
Peer Reviewed
See detailComparative study of analytical formulae for the fire resistance of steel beam-columns
Talamona, D.; Castagne, S.; Lopes, N. et al

in Kodur; Tan (Eds.) Proceedings of the Fifth International Conference Structures in Fire (2008)

This paper investigates the difference between the buckling formulae published in the Eurocode 3 part 1.2 and the recommendations made in the final report of the Buckling Curves in Case of Fire (BCCF ... [more ▼]

This paper investigates the difference between the buckling formulae published in the Eurocode 3 part 1.2 and the recommendations made in the final report of the Buckling Curves in Case of Fire (BCCF) research project. This study compares the critical temperatures obtained with both formulations to assess the impact on the fire endurance of steel columns subjected to axial compression and bending. An extensive comparison of the ultimate temperatures obtained with both formulations has been performed (382 profiles, buckling about the strong and weak axis, 12 column lengths, 6 M/N ratios and uniform and triangular bending moment distributions). Failure temperatures between 400°C and 860°C have been considered. The formulations are also compared with Finite Elements (F.E.) calculations performed for a S235 HEA 200 at 600ºC. This analysis shows that for buckling about the strong axis the BCCF method is better than the EC3 but for buckling about the weak axis the EC3 predicts failure temperatures closer to the F.E. model than the BCCF formulation. Finally, the ultimate temperatures predicted by the two formulations have also been compared with experimental results from the database SCOFIDAT. This comparison shows that there is no major difference between the two formulations for small and large bending moments. This study concludes that the EC3 and BCCF formulations are generally equivalent and that either formulation can be used. [less ▲]

Detailed reference viewed: 37 (4 ULg)
Full Text
Peer Reviewed
See detailComment j'explore... une metastase cutanee. Qui es-tu, d'ou viens-tu?
Quatresooz, Pascale ULg; Pierard, Claudine ULg; Rorive, Andrée ULg et al

in Revue Médicale de Liège (2008), 63(9), 559-63

Cutaneous metastases may accompany up to 3 to 10% of all malignancies. They are usually identified after diagnosing the primary neoplasm. However, their disclosure can be synchronous, or the metastasis ... [more ▼]

Cutaneous metastases may accompany up to 3 to 10% of all malignancies. They are usually identified after diagnosing the primary neoplasm. However, their disclosure can be synchronous, or the metastasis may be the initial finding qualified as "precocious". The identification of the primary neoplasm sometimes proves to be difficult. Gender of the patient, the aspect and distribution of the metastases, as well as the histological and immunohistological examinations help establishing the diagnosis. The prognosis of the metastatic disease is often poor. [less ▲]

Detailed reference viewed: 72 (3 ULg)
Full Text
Peer Reviewed
See detailGlobal modelling of structures in fire
Gillie, M.; Burgess, I.; Franssen, Jean-Marc ULg et al

in Mazzolani, Federico (Ed.) Proceedings of Urban Habitat Constructions under Catastrophic Events (COST Action C26) (2008)

Detailed reference viewed: 70 (3 ULg)
Full Text
Peer Reviewed
See detailLa procédure négociée : entre art et méthode
Durviaux, Ann-Lawrence ULg

in Revue de Droit Communal (2008)

Detailed reference viewed: 50 (2 ULg)
Peer Reviewed
See detailThermo-hydro-mechanical simulation of Atlas in situ large-scale test in Boom clay
François, Bertrand ULg; Laloui, Lyesse

Conference (2008)

Detailed reference viewed: 11 (0 ULg)
Full Text
Peer Reviewed
See detailDuplex stainless steel columns and beam-columns in case of fire
Lopes, N.; Vila Real, P. M. M.; Simoes da Silva, L. et al

in Kodur, Venkatesh; Tan, Kang Hai (Eds.) Proceedings of the Fifth International Conference Structures in Fire (2008)

It is the purpose of this paper to evaluate the accuracy and safety of the currently prescribed design rules in Eurocode 3: Part 1.2 for the evaluation of the resistance of duplex stainless steel columns ... [more ▼]

It is the purpose of this paper to evaluate the accuracy and safety of the currently prescribed design rules in Eurocode 3: Part 1.2 for the evaluation of the resistance of duplex stainless steel columns and beam-columns. This evaluation is carried out by performing numerical simulations on Class1 and Class 2 stainless steel H-columns. These numerical simulations are performed using the program SAFIR. Eurocode 3 states that stainless steel structural members, subjected to high temperatures, must be designed with the same formulae used for carbon steel members. However, as these two materials have different constitutive laws, it should be expected that, different formulae for the calculation of member stability should be used for fire design. It is considered buckling in the two main cross-section axis, and, in the case of the beam-columns, different bending moment diagrams. Parametric studies of the behaviour of the duplex EN 1.4462 stainless steel grade (austenitic-ferritic in Eurocode 3) columns and beam-columns subjected to fire are presented. [less ▲]

Detailed reference viewed: 64 (3 ULg)
Full Text
See detailLes nouveaux antiparasitaires chez le chien et le chat
Losson, Bertrand ULg

in Nouveau praticien vétérinaire (2008)

Detailed reference viewed: 28 (8 ULg)
Full Text
See detailTornades, vents exceptionnels et constructions
Denoël, Vincent ULg

Learning material (2008)

Detailed reference viewed: 33 (1 ULg)
Peer Reviewed
See detailOptimization of a drug-cyclodextrin complexation reaction by a static supercritical carbon dioxide process
Brion, Michael; Nizet, Dominique; Evrard, Brigitte ULg

Poster (2008)

Detailed reference viewed: 10 (0 ULg)
See detailLes troubles des fonctions exécutives
Collette, Fabienne ULg

in Laterre, E. C. (Ed.) Sémiologie des maladies nerveuses (2008)

Detailed reference viewed: 62 (11 ULg)
Full Text
Peer Reviewed
See detailInfluence of nitrogen fertilizer treatments on soft wheat starch characteristics
Massaux, Carine; Sindic, Marianne ULg; Paridaens, A. M. et al

in Weegels, P. L.; Courtin, C. M.; Arrachid, A. (Eds.) et al Consummer driven cereal innovation: where science meets industry (2008)

Detailed reference viewed: 19 (1 ULg)
Full Text
Peer Reviewed
See detailStructural member behaviour and analysis in case of fire
Lopes, N.; Vila Real, P.; Uppfeldt, B. et al

in Mazzolani, Federico (Ed.) Proceedings of Urban Habitat Constructions under Catastrophic Events (COST Action C26) (2008)

Detailed reference viewed: 71 (7 ULg)
Peer Reviewed
See detailSimulation of the highly non linear properties of bulk superconductors: finite element approach with a backwardmethod and a single time step
Lousberg, G.; Ausloos, Marcel ULg; Geuzaine, Christophe ULg et al

in Proceedings of the fourth international conference on advanced computational methods in engineering, ACOMEN 2008 (2008)

Detailed reference viewed: 17 (6 ULg)
Peer Reviewed
See detailSoltons spatiaux dans les guides d'ondes : au-delà du soliton de Townes
Renversez, G.; Drouart, F.; Nicolet, A. et al

in Proceedings of the 27èmes Journées Nationales d'Optique Guidée (JNOG2008) (2008)

Detailed reference viewed: 7 (0 ULg)
Full Text
Peer Reviewed
See detailLes outsiders, ou le retour de la norme : à propos des Goncourt francophones
Provenzano, François ULg

in Discours social (2008), XXX

Detailed reference viewed: 20 (1 ULg)
Full Text
Peer Reviewed
See detailConsideration of nonlinear creep strain of siliceous concrete on calculation of mechanical strain under transient temperatures as a function of load history
Schneider, U.; Schneider, M.; Franssen, Jean-Marc ULg

in Kodur, Venkatesh; Tan, Kang Hai (Eds.) Proceedings of the Fifth International Conference Structures in Fire (2008)

The paper is given of an extended model for concrete in compression at elevated temperature that incorporates elastic, plastic and creep strain as a function of temperature and stress history. The ... [more ▼]

The paper is given of an extended model for concrete in compression at elevated temperature that incorporates elastic, plastic and creep strain as a function of temperature and stress history. The mechanical strain calculated as a function of elastic strain, plastic strain and thermal induced strain. The thermal induced strain is relative independent compared to dependence of Young’s Modulus by load history. Actually the term comprises elastic, plastic and (pure) transient creep strains as we will show. A comparison is given between experimental results with cylindrical specimens and calculated results. [less ▲]

Detailed reference viewed: 159 (7 ULg)