The law of evidence in civil cases,

Index remade and enlarged by James M. Henderson. cf. Foreword.

La subrogation légale de l’assureur en vertu du Code civil : historique, développements et aspects procéduraux

En assurance de dommages, l’article 2474 C.c.Q. prévoit la possibilité pour l’assureur d’être légalement subrogé dans les droits de l’assuré contre l’auteur du préjudice, à concurrence des indemnités qu’il a payées. L’assureur ne pourra jamais être subrogé contre les personnes faisant partie de la maison de l’assuré. Dans un premier temps, le présent mémoire fait un survol historique du droit à la subrogation de l’assureur en vertu du Code civil. Depuis la codification de 1865, les principes relatifs à la subrogation de l’assureur ne sont pas demeurés statiques. Ils firent l’objet de plusieurs modifications législatives et de nombreuses controverses et développements jurisprudentiels. Dans un deuxième temps, un portrait global de l’état actuel du droit est dressé en ce qui concerne l’article 2474 C.c.Q., tant sur le plan des composantes du droit à la subrogation que de ses aspects procéduraux.

La subrogation légale de l’assureur en vertu du Code civil : historique, développements et aspects procéduraux

En assurance de dommages, l’article 2474 C.c.Q. prévoit la possibilité pour l’assureur d’être légalement subrogé dans les droits de l’assuré contre l’auteur du préjudice, à concurrence des indemnités qu’il a payées. L’assureur ne pourra jamais être subrogé contre les personnes faisant partie de la maison de l’assuré. Dans un premier temps, le présent mémoire fait un survol historique du droit à la subrogation de l’assureur en vertu du Code civil. Depuis la codification de 1865, les principes relatifs à la subrogation de l’assureur ne sont pas demeurés statiques. Ils firent l’objet de plusieurs modifications législatives et de nombreuses controverses et développements jurisprudentiels. Dans un deuxième temps, un portrait global de l’état actuel du droit est dressé en ce qui concerne l’article 2474 C.c.Q., tant sur le plan des composantes du droit à la subrogation que de ses aspects procéduraux.

Hegemonia e contra-hegemonia na construção de políticas de esporte e lazer : a experiência do Consórcio Brasília = Hegemony and counter-hegemony in the process of sport and leisure policy-making : the experience of the Consortium Brasilia

Universidade Estadual de Campinas . Faculdade de Educação Física

Simultaneous preconcentration of copper, zinc, cadmium, and nickel in water samples by cloud point extraction using 4-(2-pyridylazo)-resorcinol and their determination by inductively coupled plasma optic emission spectrometry

A procedure for simultaneous separation/preconcentration of copper. zinc, cadmium, and nickel in water samples, based on cloud point extraction (CPE) as a prior step to their determination by inductively coupled plasma optic emission spectrometry (ICP-OES), has been developed. The analytes reacted with 4-(2-pyridylazo)-resorcinol (PAR) at pH 5 to form hydrophobic chelates, which were separated and preconcentrated in a surfactant-rich phase of octylphenoxypolyethoxyethanol (Triton X-I 14). The parameters affecting the extraction efficiency of the proposed method, such as sample pH, complexing agent concentration, buffer amount, surfactant concentration, temperature, kinetics of complexation reaction, and incubation time were optimized and their respective values were 5, 0.6 mmol L(-1). 0.3 mL, 0.15% (w/v), 50 degrees C, 40 min, and 10 min for 15 mL of preconcentrated solution. The method presented precision (R.S.D.) between 1.3% and 2.6% (n = 9). The concentration factors with and without dilution of the surfactant-rich phase for the analytes ranged from 9.4 to 10.1 and from 94.0 to 100.1, respectively. The limits of detection (L.O.D.) obtained for copper, zinc, cadmium, and nickel were 1.2, 1.1, 1.0. and 6.3 mu g L(-1), respectively. The accuracy of the procedure was evaluated through recovery experiments on aqueous samples. (C) 2009 Published by Elsevier B.V.

Waves of Change Within Civil Society in Latin America: Mexico City and Sao Paulo

For the past half a century, Latin American scholars have been pointing toward the emergence of new social actors as agents of social and political democratization. The first wave of actors was characterized by the emergence of novel agents-mainly, new popular movements-of social transformation. At first, the second wave, epitomized by nongovernmental organizations (NGOs), was celebrated as the upsurge of a new civil society, but later on, it was the target of harsh criticism. The literature often portrays this development in Latin American civil society as a displacement trend of actors of the first wave by the second wave-""NGOization""-""and even denounces new civil society as rootless, depoliticized, and functional to retrenchment. Thus, supposedly, NGOization encumbers social change. The authors argue that NGOization diagnosis is a flawed depiction of change within civil society. Rather than NGOization related to the depoliticization and neoliberalization of civil society, in Mexico City and Sao Paulo, there has been modernization of organizational ecologies, changes in the functional status of civil society, and interestingly, specialization aimed at shaping public agenda. The authors argue that such specialization, instead of encumbering social change, brings about different repertoires of strategies and skills purposively developed for influencing policy and politics. Their argument relies on comparative systematic evidence. Through network analysis, they examine the organizational ecology of civil society in Mexico City and Sao Paulo.

Determining when the absolute state complexity of a Hermitian code achieves its DLP bound

Let g be the genus of the Hermitian function field H/F(q)2 and let C-L(D,mQ(infinity)) be a typical Hermitian code of length n. In [Des. Codes Cryptogr., to appear], we determined the dimension/length profile (DLP) lower bound on the state complexity of C-L(D,mQ(infinity)). Here we determine when this lower bound is tight and when it is not. For m less than or equal to n-2/2 or m greater than or equal to n-2/2 + 2g, the DLP lower bounds reach Wolf's upper bound on state complexity and thus are trivially tight. We begin by showing that for about half of the remaining values of m the DLP bounds cannot be tight. In these cases, we give a lower bound on the absolute state complexity of C-L(D,mQ(infinity)), which improves the DLP lower bound. Next we give a good coordinate order for C-L(D,mQ(infinity)). With this good order, the state complexity of C-L(D,mQ(infinity)) achieves its DLP bound (whenever this is possible). This coordinate order also provides an upper bound on the absolute state complexity of C-L(D,mQ(infinity)) (for those values of m for which the DLP bounds cannot be tight). Our bounds on absolute state complexity do not meet for some of these values of m, and this leaves open the question whether our coordinate order is best possible in these cases. A straightforward application of these results is that if C-L(D,mQ(infinity)) is self-dual, then its state complexity (with respect to the lexicographic coordinate order) achieves its DLP bound of n /2 - q(2)/4, and, in particular, so does its absolute state complexity.

Expert system application on preliminary design of water retaining structures

Design of liquid retaining structures involves many decisions to be made by the designer based on rules of thumb, heuristics, judgment, code of practice and previous experience. Various design parameters to be chosen include configuration, material, loading, etc. A novice engineer may face many difficulties in the design process. Recent developments in artificial intelligence and emerging field of knowledge-based system (KBS) have made widespread applications in different fields. However, no attempt has been made to apply this intelligent system to the design of liquid retaining structures. The objective of this study is, thus, to develop a KBS that has the ability to assist engineers in the preliminary design of liquid retaining structures. Moreover, it can provide expert advice to the user in selection of design criteria, design parameters and optimum configuration based on minimum cost. The development of a prototype KBS for the design of liquid retaining structures (LIQUID), using blackboard architecture with hybrid knowledge representation techniques including production rule system and object-oriented approach, is presented in this paper. An expert system shell, Visual Rule Studio, is employed to facilitate the development of this prototype system. (C) 2002 Elsevier Science Ltd. All rights reserved.

Development and evaluation of a species diagnostic polymerase chain reaction-restriction fragment-length polymorphism procedure for cryptic members of the Culex sitiens (Diptera : Culicidae) subgroup in Australia and the southwest Pacific

Members of the Culex sitiens subgroup are important vectors of arboviruses, including Japanese encephalitis virus, Murray Valley encephalitis virus and Ross River virus. Of the eight described species, Cx. annulirostris Skuse, Cx. sitiens Wiedemann, and Cx. palpalis Taylor appear to be the most abundant and widespread throughout northern Australia and Papua New Guinea (PNG). Recent investigations using allozymes have shown this subgroup to contain cryptic species that possess overlapping adult morphology. We report the development of a polymerase chain reaction-restriction fragment-length polymorphism (PCR-RFLP) procedure that reliably separates these three species. This procedure utilizes the sequence variation in the ribosomal DNA ITS1 and demonstrates species-specific PCR-RFLP profiles from both colony and field collected material. Assessment of the consistency of this procedure was undertaken on mosquitoes sampled from a wide geographic area including Australia, PNG, and the Solomon Islands. Overlapping adult morphology was observed for Cx. annulirostris and Cx. palpalis in both northern Queensland and PNG and for all three species at one site in northwest Queensland.

Indicadores de Ciência, Tecnologia & Inovação : análise da produção científica e tecnológica da área de conhecimento em Engenharia Civil na Base de Dados da Web of Science

Esta dissertação trata da análise da produção científica e tecnológica internacional e brasileira na área de conhecimento Engenharia Civil, por meio de indicadores bibliométricos. A área Engenharia Civil foi escolhida em razão da sua relevância para o desenvolvimento econômico do país. No entanto, em termos absolutos e relativos, está entre os setores tecnologicamente mais atrasados da economia. A bibliometria é uma disciplina com alcance multidisciplinar que estuda o uso e os aspectos quantitativos da produção científica registrada. Os indicadores de produção científica são objeto de análise de várias áreas do conhecimento, tanto para o planejamento e a execução de políticas públicas de vários setores quanto para maior conhecimento da comunidade científica sobre o sistema em que está inserida. A metodologia utilizada para a elaboração deste estudo descritivo de caráter exploratório foi a análise documental e bibliométrica, baseada em dados das publicações científicas, no período de 1970 a 2012, e tecnológicas, no período de 2001 a 2012, da área Engenharia Civil, indexadas nas bases de dados Science Citattion Index Expanded (SCI); Social Science Citation Index (SSCI); Conference Proceedings Citation Index (CPCI) e da Derwent Innovations Index (DII), que compõem a base de dados multidisciplinar da Web of Sicence (WoS). As informações foram qualificadas e quantificadas com o auxílio do software bibliométrico VantagePoint®. Os resultados obtidos confirmaram o baixo número de publicações científicas e tecnológicas na área de conhecimento Engenharia Civil de autores filiados a instituições de ensino e pesquisa brasileiras quando comparados aos dos países industrializados. Existe um conjunto de fortes condicionantes que ultrapassam o poder de decisão e de influência da academia, dificultando e limitando a disseminação das pesquisas e patentes brasileiras relacionadas a fatores de caráter sistêmico e cultural. A possibilidade de análise de indicadores de produção científica e tecnológica na Engenharia Civil contribui para criar políticas que, se utilizadas por agências de fomento, podem subsidiar investimentos mais fundamentados por parte dos governos e da iniciativa privada, a exemplo do que é feito por outros setores industriais.

Development of procedures for the simulation of atmospheric flows over complex terrain, using OpenFOAM

The main purpose of this work was the development of procedures for the simulation of atmospheric ows over complex terrain, using OpenFOAM. For this aim, tools and procedures were developed apart from this code for the preprocessing and data extraction, which were thereafter applied in the simulation of a real case. For the generation of the computational domain, a systematic method able to translate the terrain elevation model to a native OpenFOAM format (blockMeshDict) was developed. The outcome was a structured mesh, in which the user has the ability to de ne the number of control volumes and its dimensions. With this procedure, the di culties of case set up and the high computation computational e ort reported in literature associated to the use of snappyHexMesh, the OpenFOAM resource explored until then for the accomplishment of this task, were considered to be overwhelmed. Developed procedures for the generation of boundary conditions allowed for the automatic creation of idealized inlet vertical pro les, de nition of wall functions boundary conditions and the calculation of internal eld rst guesses for the iterative solution process, having as input experimental data supplied by the user. The applicability of the generated boundary conditions was limited to the simulation of turbulent, steady-state, incompressible and neutrally strati ed atmospheric ows, always recurring to RaNS (Reynolds-averaged Navier-Stokes) models. For the modelling of terrain roughness, the developed procedure allowed to the user the de nition of idealized conditions, like an uniform aerodynamic roughness length or making its value variable as a function of topography characteristic values, or the using of real site data, and it was complemented by the development of techniques for the visual inspection of generated roughness maps. The absence and the non inclusion of a forest canopy model limited the applicability of this procedure to low aerodynamic roughness lengths. The developed tools and procedures were then applied in the simulation of a neutrally strati ed atmospheric ow over the Askervein hill. In the performed simulations was evaluated the solution sensibility to di erent convection schemes, mesh dimensions, ground roughness and formulations of the k - ε and k - ω models. When compared to experimental data, calculated values showed a good agreement of speed-up in hill top and lee side, with a relative error of less than 10% at a height of 10 m above ground level. Turbulent kinetic energy was considered to be well simulated in the hill windward and hill top, and grossly predicted in the lee side, where a zone of ow separation was also identi ed. Despite the need of more work to evaluate the importance of the downstream recirculation zone in the quality of gathered results, the agreement between the calculated and experimental values and the OpenFOAM sensibility to the tested parameters were considered to be generally in line with the simulations presented in the reviewed bibliographic sources.

Shaking table tests of a two-storey log house

This paper presents the findings of an experimental campaign that was conducted to investigate the seismic behaviour of log houses. A two-storey log house designed by the Portuguese company Rusticasa® was subjected to a series of shaking table tests at LNEC, Lisbon, Portugal. The paper contains the description of the geometry and construction of the house and all the aspects related to the testing procedure, namely the pre-design, the setup, instrumentation and the testing process itself. The shaking table tests were carried out with a scaled spectrum of the Montenegro (1979) earthquake, at increasing levels of PGA, starting from 0.07g, moving on to 0.28g and finally 0.5g. The log house did not suffer any major damage and remained in working condition throughout the entire process. The preliminary analysis of the overall behaviour of the log house is also discussed.

Inversão do Contencioso: um contributo para o estudo deste regime no seio das providências cautelares

Dissertação de mestrado em Direito Judiciário: Direitos Processuais e Organização Judiciária

Evaluation of an antireflux procedure for colonic interposition in pediatric esophageal replacements.

Background: In 1989, we introduced a 1-stage procedure with orthotopic colonic transplants for esophageal stenosis. A pitfall of this procedure is frequent reflux and/or stasis in the transplants from the cologastric anastomosis. Since 1993, we have used a new antireflux wrap (ARW) using an anterior wrap technique similar to the Dor procedure but fixed to the right crus of the diaphragm.Purpose: The purpose of the study was to evaluate ARWs.Method: From 1993 to 2008, the records of 67 patients with an ARW were compared with 27 without ARW (either operated on before 1993 or ARW was not appropriate) after colonic transplant for caustic esophageal stenosis. Both groups otherwise underwent the same surgical procedure. Postoperative esophagograms done on postoperative day 10 were reviewed for the presence of gastrocolonic reflux and stasis in the transplant.Results: The reflux rate on the initial esophagogram was reduced from 48.1% to 7.5% using ARW. The incidence of reflux on later esophagograms was 40.0% with no ARW and 21.4% with ARW. The 25% long-term rate of stasis in the colonic transplant was not increased with ARW.Conclusions: A loose ARW in patients with colonic esophageal replacements reduces gastrocolic reflux without increasing the rate of stasis. In the long term, children adapt better to stasis than to reflux and are thus protected from occult inflammation.

El desistiment del contracte al futur llibre VI del Codi civil de Catalunya

Es proposa que el legislador català reguli, de manera uniforme, el dret de desistiment al Llibre VI CCCat. Pot fer-ho, en el seu cas, fent ús o considerant els models de regulació uniforme que s´està proposant en el context de la revisió de l´acquis comunitari. És aquesta mateixa regulació comunitària la que avala una configuració del dret a desistir com a causa extintiva del contracte, amb eficàcia retroactiva o ex tunc, i, per tant, com a mecanisme que es projecte sobre un contracte perfeccionat, fins i tot consumat. Ara bé, aquesta configuració no hauria de privar al legislador català de l´oportunitat de considerar altres possibilitats: així, la d´articular la facultat de penediment en fase pre-contractual. Serien més d´una les tècniques que faciliten la reflexió abans de l´atorgament del contracte, en comptes de permetre-la després. Convertida en mecanisme post-contractual, haurà d´anar acompanyada de les disposicions que estableixin el règim del contracte mentre no transcorre el termini per a desistir, les conseqüències de l´eventual pèrdua de la cosa entretant no caduqui el dret, les condicions i requisits d´exercici de la facultat i la liquidació de la situació possessòria, en el seu cas. Els comentaris i suggerències que es proposen a l´estudi es formulen a propòsit dels preceptes que, relatius al desistiment, s´incorporaren als Treballs preparatoris del Llibre Sisè del Codi civil de Catalunya (document de 23.04.04)