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See detailDuck plague: a permanent threat for domestic and wild anatids
Marlier, Didier ULg; Jaumin, F.; Delleur, V. et al

in Annales de Médecine Vétérinaire (2001), 145(5, NOV-DEC), 287-291

Duck plague: a permanent threat for domestic and wild anatids. Duck plague, also named duck virus enteritis is a disease of ducks, geese and swans of all ages. The authors present a review of the current ... [more ▼]

Duck plague: a permanent threat for domestic and wild anatids. Duck plague, also named duck virus enteritis is a disease of ducks, geese and swans of all ages. The authors present a review of the current knowledge about this viral infection. [less ▲]

Detailed reference viewed: 46 (3 ULg)
See detailLes ducs et comtes d'Auvergne au VIe siècle
Kurth, Godefroid ULg

in Revue d'Auvergne (1900)

Detailed reference viewed: 44 (0 ULg)
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See detailDuctility of encased composite columns
Degée, Hervé ULg; Doneux, C. L.; Plumier

in Proceedings of the ICMS Conference (2006)

This paper presents results ofanumerical study onreinforced concrete and fully encased composite columns designed according to the “Inerd” concept aiming at obviating the soft storey mechanism in frames ... [more ▼]

This paper presents results ofanumerical study onreinforced concrete and fully encased composite columns designed according to the “Inerd” concept aiming at obviating the soft storey mechanism in frames subjected to earthquake. The model uses fibre beam elements with mono-axial non linear material laws for concrete, steel and reinforcing steel. The crushing of concrete in compression and the cracking in tension are taken into account. The steel behaviour is elastic-plastic with strain hardening. After calibration of the model against experimental results, a parametric study is performed. The main objective is to generate the cyclic moment-rotation curves of the columns under different level of axial forces and with different proper-ties of concrete and then to deduce ductility and rotation capacity of the composite sections from these curves. [less ▲]

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See detailDuctility of fully encased composite columns used to obviate soft storey mechanisms in reinforced concrete frames
Degée, Hervé ULg; Doneux, C. L.; Plumier, André ULg

in Mazzolani; Wada (Eds.) Proceedings of the STESSA Conference (2006)

This paper presents a non linear finite element numerical modelling of reinforced concrete and fully encased composite columns. The model is a multi fibres beam with mono-axial non linear material laws ... [more ▼]

This paper presents a non linear finite element numerical modelling of reinforced concrete and fully encased composite columns. The model is a multi fibres beam with mono-axial non linear material laws for concrete, steel and reinforcing steel. The crushing of concrete in compression and the cracking in tension are taken into account. The steel behaviour is elastic-plastic with strain hardening. After calibration against the experimental results, a parametric study is performed. The main objective is to obtain the full moment-rotation behaviour of the columns under different level of axial forces and with different resistance of concrete, and to deduce ductility and rotation capacity of the composite sections. [less ▲]

Detailed reference viewed: 80 (3 ULg)
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See detailDuctility requirements for the design of bolted lap shear connections in bearing
Henriques, J; Jaspart, Jean-Pierre ULg; simoës da Silva, L.

in Advanced Steel Construction (2014), 10(1), 427-446

The resistance of shear bolted connections is traditionally evaluated by considering an equal distribution of internal forces amongst the bolts. In fact, such an assumption may only be seen as the result ... [more ▼]

The resistance of shear bolted connections is traditionally evaluated by considering an equal distribution of internal forces amongst the bolts. In fact, such an assumption may only be seen as the result of a plastic redistribution of the internal forces, what requires shear ductility in the vicinity of the bolts. ln the present paper, ductility requirements are proposed that ensure that, in the presence of real imperfect bolted shear connections, plastic resistance can be attained. [less ▲]

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See detailDuctility requirements for the design of bolted shear connections
Henriques, José; Jaspart, Jean-Pierre ULg; Piraprez, E.

in Proceedings of the Sixth International Workshop on Connections (2008, June)

Detailed reference viewed: 69 (10 ULg)
See detailDuden - Das Aussprachewörterbuch
Münzberg, Franziska ULg; Mangold, Max

Book published by Dudenverlag (2005)

Detailed reference viewed: 54 (4 ULg)
See detailDuden - Das Synonymwörterbuch
Beil, Christine; Knörr, Evelyn; Münzberg, Franziska ULg et al

Book published by Dudenverlag (2007)

Detailed reference viewed: 44 (0 ULg)
See detailDuden - Deutsches Universalwörterbuch
Auberle, Anette; Eickhoff, Birgit; Haller-Wolf, Angelika et al

Book published by Dudenverlag - 7ème éd. (2011)

Detailed reference viewed: 96 (0 ULg)
See detailDuden - Die deutsche Rechtschreibung
Auberle, Anette; Eickhoff, Birgit; Knörr, Evelyn et al

Book published by Dudenverlag (2009)

Detailed reference viewed: 157 (1 ULg)
See detailDuden - Die Grammatik
Kunkel-Razum, Kathrin; Münzberg, Franziska ULg; Barz, Irmhild et al

Book published by Dudenverlag - 7ème éd. (2005)

Detailed reference viewed: 20 (5 ULg)
See detailDuden - Die Grammatik
Kunkel-Razum, Kathrin; Münzberg, Franziska ULg; Gallmann, Peter et al

Book published by Dudenverlag - 8ème éd. (2009)

Detailed reference viewed: 32 (0 ULg)
See detailDuden - Richtiges und gutes Deutsch
Kunkel-Razum, Kathrin; Dudenredaktion; Münzberg, Franziska ULg et al

Book published by Dudenverlag (2007)

Detailed reference viewed: 72 (4 ULg)
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See detailDue 'paradigmi' per 'leggere al futuro'
Curreri, Luciano ULg

in Studi e problemi di critica testuale (2011), 82

Detailed reference viewed: 21 (6 ULg)
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See detail“Due mani dello stesso corpo”. Giornalismo e letteratura nell’Otto-Novecento
de Seta, Ilaria ULg

in Incontri : Rivista Europea di Studi Italiani (2012), 1

Detailed reference viewed: 17 (2 ULg)
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See detailDue parole sulla leggerezza (in compagnia di Sciascia saggista)
Curreri, Luciano ULg

in Dolfi, Anna (Ed.) La saggistica degli scrittori (2012)

Detailed reference viewed: 40 (0 ULg)
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See detailDue Process and Equality of Weapons : the case of the lis alibi pendens provisions in the Brussels and Lugano Conventions
Wautelet, Patrick ULg

in de Leval, Georges (Ed.) L’efficacité de la justice civile en Europe (2000)

In this paper, I attempt to examine whether the application of the lis alibi pendens provisions to be found in the Brussels and Lugano Conventions (the former now being replaced by the Brussels I ... [more ▼]

In this paper, I attempt to examine whether the application of the lis alibi pendens provisions to be found in the Brussels and Lugano Conventions (the former now being replaced by the Brussels I Regulation) does not unreasonably limit the right of access to court. The analysis focuses in particular on the issue of the time at which a court is seized and the principle of equality of weapons between plaintiff and defendant. This paper was presented at a conference in Lisbon, financed by the EU Commission. [less ▲]

Detailed reference viewed: 141 (1 ULg)
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See detailDue prospettive, un obiettivo: il dialogo tra Uldall e Hjelmslev
Cigana, Lorenzo ULg

Scientific conference (2011, November 25)

Differences and analogies between Uldall and Hjelmslev for the setting of the glosematic theory

Detailed reference viewed: 26 (1 ULg)
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See detail“Due strumenti per la valutazione dell’attaccamento romantico a confronto: Ecr ed Ecr-r”
Calvo, Vincenzo; Messina, Roberta ULg; Mania, Adriana et al

in XIII Congresso Nazionale della Sezione di Psicologia Clinica Dinamica, Catania, 16-18 settembre (2011, September)

L’obiettivo della ricerca era di mettere a confronto due strumenti ampiamente usati per la valutazione dell’attaccamento romantico, somministrandoli entrambi ad uno stesso gruppo di soggetti adulti. Il ... [more ▼]

L’obiettivo della ricerca era di mettere a confronto due strumenti ampiamente usati per la valutazione dell’attaccamento romantico, somministrandoli entrambi ad uno stesso gruppo di soggetti adulti. Il primo era il questionario Experiences in Close Relationships (ECR, Brennan, Clark & Shaker, 1998), uno degli strumenti più utilizzati e validati, anche in ambito italiano (Picardi et al., 2000, 2002; Agostoni & Manzoni, 2007). Il secondo strumento era la versione rivista dell’ECR, denominata Experiences in Close Relationships-Revised (ECR-R), sviluppata da Fraley, Waller e Brennan (2000) e che, secondo gli autori, ha permesso di migliorare la precisione di misurazione dello strumento di partenza. Alla ricerca hanno preso parte 180 soggetti adulti (età media 22,43 anni, ds = 2,56), ripartiti in tre sottogruppi, relativi allo status relazionale (single, fidanzati da meno di due anni e fidanzati da più di due anni) di uguale numerosità; metà erano femmine e metà maschi. La procedura ha comportato la somministrazione a tutti i soggetti della versione italiana dell’ECR (Picardi et al., 2000) e dell’ECR-R (nella nostra versione: Calvo, 2008) controbilanciando l’ordine di presentazione degli strumenti all’interno dei sottogruppi. In sintesi, i risultati hanno evidenziato come entrambi gli strumenti abbiano un’elevata consistenza interna, del tutto simile fra loro (Alfa di Cronbach: ECR evitamento = 0,93; ECR ansietà = 0,88; ECR-R evitamento = 0,92; ECR-R ansietà = 0,88) e un’alta correlazione fra le scale corrispondenti (Evitamento ECR e ECR-R, r = .92, Ansietà ECR e ECR-R, , r = .82). L’ECR presenta una maggiore indipendenza fra le due scale di evitamento e ansità (r = .18) rispetto all’ECR-R (r = .40). Per quanto concerne la distribuzione dei punteggi, non vi sono differenze significative fra i due strumenti nella media dell’evitamento (t[179]=-1.65, ns) mentre vi è una differenza significativa rispetto all’ansietà (t[179]=10.1, p = .001). In altre parole, uno stesso soggetto tenderà ad avere punteggi di ansietà più elevati se valuto con l’ECR rispetto all’ECR-R (da qui l’evidenza che non è possibile utilizzare in modo intercambiabile le distribuzioni normative dei due strumenti). [less ▲]

Detailed reference viewed: 335 (3 ULg)