Le Réformiste : revue politique, économique et administrative : paraissant tous les vendredis / dir. Jean S. Barès

1907 (A11,N149)- (A12,N151).

Le Réformiste : revue politique, économique et administrative : paraissant tous les vendredis / dir. Jean S. Barès

1909 (A14,N157)- (A14,N168).

Le Réformiste : revue politique, économique et administrative : paraissant tous les vendredis / dir. Jean S. Barès

1906 (A10,N141)- (A10,N148).

Le Réformiste : revue politique, économique et administrative : paraissant tous les vendredis / dir. Jean S. Barès

1908 (A13,N153)- (A13,N156).

Steel Reinforcing Bars

Steel reinforcing bars used in the construction of the walls for the Aquatic Centre.

L’écosystème des crimes de bars de danse érotique québécois

Il existe des associations entre les bars de danse érotique et les activités illicites, dans les écrits journalistiques et scientifiques. Nous avons vérifié ces associations en menant une description des crimes et déviances associés aux bars de danse érotique. Puis, nous avons tenté d’expliquer l’organisation et la structure de ces crimes, en nous appuyant sur l’approche du crime organisant et la théorie de l’écosystème du crime, de Felson (2006). Des entretiens semi-dirigés ont été conduits avec dix femmes danseuses, une femme shooter girl, un propriétaire, un portier et deux clients. Une analyse thématique à deux niveaux a montré que les délits se rapportent aux stupéfiants, à la prostitution, au proxénétisme, aux déviances, et à divers actes de violence. Des distinctions importantes, quant au contrôle selon les établissements sont notées. La structure et l’organisation des crimes peuvent s’expliquer par une logique propre aux relations symbiotiques et interdépendantes, tel que le suggère la théorie de l’écosystème du crime de Felson. Ainsi, la structure des délits peut prendre une forme mutualiste ou parasitaire. L’interrelation propre au neutralisme explique l’organisation générale de ces délits. Le milieu criminogène de la danse érotique offre de multiples opportunités, qui seront saisies par les acteurs motivés, en vue de réaliser un bénéfice personnel. Deux constats étonnants : les données suggèrent que l’implication des organisations criminelles est relativement limitée; et les conséquences occasionnées par les activités du milieu présentent un caractère inquiétant, particulièrement pour les femmes. Des efforts en matière de prévention situationnelle seraient appropriés pour réduire les opportunités.

La surveillance policière dans les bars de Montréal

Mémoire numérisé par la Division de la gestion de documents et des archives de l'Université de Montréal

Gambling behind bars : does prison provide ideal conditions?

While studies exist on the gambling habits of the correctional population prior to incarceration, little information exists on gambling habits during imprisonment. This article aims to describe gambling practices in Quebec prisons. The impact of prison life on these activities and their meaning will be analyzed, relying on semistructured interviews with 51 men currently detained in three federal penitentiaries in Quebec. Contrary to our expectations, the regulations prohibiting gambling in Correctional Service of Canada institutions do not present a central obstacle to this practice. In fact, participation in gambling is limited more by elements connected to the detention institution and the sentence. The availability of certain games, more particularly card games such as poker, as well as the pleasure resulting from those games seem considerably limited in comparison with group bets like sports pools.

Evolution of Chaliyar River Drainage Basin: Insights from Tectonic Geomorphology

Drainage basins are durable geomorphic features that provide insights into the long term evolution of the landscape. River basin geometry develop response to the nature and distribution of uplift and subsidence, the spatial arrangement of lineaments (faults and joints), the relative resistance of different rock types and to climatically influenced hydrological parameters . For developing a drainage basin evolution history, it is necessary to understand physiography, drainage patterns, geomorphic features and its structural control and erosion status. The present study records evidences for active tectonic activities which were found to be responsible for the present day geomorphic set up of the study area since the Western Ghat evolution. A model was developed to explain the evolution of Chaliar River drainage basin based on detailed interpretation of morphometry and genesis of landforms with special emphasis on tectonic geomorphic indices and markers.

Strength and serviceability performance of beams reinforced with GFRP bars in flexure

Glass fiber reinforced polymer (GFRP) rebars have been identified as an alternate construction material for reinforcing concrete during the last decade primarily due to its strength and durability related characteristics. These materials have strength higher than steel, but exhibit linear stress–strain response up to failure. Furthermore, the modulus of elasticity of GFRP is significantly lower than that of steel. This reduced stiffness often controls the design of the GFRP reinforced concrete elements. In the present investigation, GFRP reinforced beams designed based on limit state principles have been examined to understand their strength and serviceability performance. A block type rotation failure was observed for GFRP reinforced beams, while flexural failure was observed in geometrically similar control beams reinforced with steel rebars. An analytical model has been proposed for strength assessment accounting for the failure pattern observed for GFRP reinforced beams. The serviceability criteria for design of GFRP reinforced beams appear to be governed by maximum crack width. An empirical model has been proposed for predicting the maximum width of the cracks. Deflection of these GFRP rebar reinforced beams has been predicted using an earlier model available in the literature. The results predicted by the analytical model compare well with the experimental data

Flexure-shear Analysis of Concrete Beam Reinforced with GFRP bars

This paper gives the details of flexure-shear analysis of concrete beams reinforced with GFRP rebars. The influence of vertical reinforcement ratio, longitudinal reinforcement ratio and compressive strength of concrete on shear strength of GFRP reinforced concrete beam is studied. The critical value of shear span to depth ratio (a/d) at which the mode of failure changes from flexure to shear is studied. The fail-ure load of the beam is predicted for various values of a/d ratio. The prediction show that the longitudinally FRP reinforced concrete beams having no stirrups fail in shear for a/d ratio less than 9.0. It is expected that the predicted data is useful for structural engineers to design the FRP reinforced concrete members.

Propostes d'ambientalització dels centres educatius de les Illes Balears : ambientalització de bars i menjadors. 'Propuestas de ambientalización de los centros educativos de las Islas Baleares : ambientalización de bares y comedores'.

Documento en formato electrónico (PDF). Resumen tomado de la propia innovación