Estudo das qualidades psicométricas do questionário de cooperação organizacional (QCO)

O presente estudo apresenta as qualidades psicométricas do Questionário de Cooperação Organizacional (QCO). A amostra é constituída por 300 funcionários camarários, dos departamentos de Atendimento e Urbanismo, de 70 Câmaras Municipais de Portugal Continental. Recorreu-se a procedimentos de Análise Factorial Exploratória, método de Máxima Verosimilhança, Scree Test, com método de rotação Varimax with Kaiser Normalization. Os resultados demonstram que o QCO é capaz de medir 3 dimensões da cooperação organizacional, explicando 49,36% da variância total. Os valores de consistência interna foram bastante satisfatórios, com a dimensão 1 “Cooperação configurada por regulamentações formais" a apresentar um Alpha de Cronbach de 0,875, a dimensão 2, "Cooperação decorrente da interdependência de indivíduos únicos articulados entre si" com 0,864 e a dimensão 3 "Cooperação através da orientação para a sociedade dos contributos singulares" com 0,787. /ABSTRACT: This study presents the analysis of psychometric properties of the Questionário de Cooperação Organizacional (QCO) (Organizational Cooperation Questionnaire). lt was applied to a sample of 300 employees from the Reception and Urbanization departments of 70 continental portuguese town-halls. Procedures of Exploratory Factorial Analysis, Maximum Likelihood extraction method and Varimax with Kaiser Normalization rotation method were performed. Results indicate that the QCO is capable of measuring 3 organizational cooperation dimensions, which explain 49,36% of the total variance. Reliability statistics were very satisfactory, in which dimension 1 "Cooperation structured by formal regulamentation" has a Cronbach's Alpha of 0,875, dimension 2, "The cooperation originated from the interdependence by the articulation amongst unique individuals" 0,864, and dimension 3 "Orientation to society of singular contribution through cooperation" 0,787.

A finite-strain solid–shell using local Löwdin frames and least-squares strains

A finite-strain solid–shell element is proposed. It is based on least-squares in-plane assumed strains, assumed natural transverse shear and normal strains. The singular value decomposition (SVD) is used to define local (integration-point) orthogonal frames-of-reference solely from the Jacobian matrix. The complete finite-strain formulation is derived and tested. Assumed strains obtained from least-squares fitting are an alternative to the enhanced-assumed-strain (EAS) formulations and, in contrast with these, the result is an element satisfying the Patch test. There are no additional degrees-of-freedom, as it is the case with the enhanced-assumed-strain case, even by means of static condensation. Least-squares fitting produces invariant finite strain elements which are shear-locking free and amenable to be incorporated in large-scale codes. With that goal, we use automatically generated code produced by AceGen and Mathematica. All benchmarks show excellent results, similar to the best available shell and hybrid solid elements with significantly lower computational cost.