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For the application of the concept of Lightning Protection Zones (LPZ), the knowledge of the magnetic fields and induced voltages inside a structure is necessary. Laboratory experiments have been conducted at a downscaled model of a building (scale factor 1:6) to determine these electromagnetic quantities in case of a direct strike to the structure. The model (3 m x 2 m x 2 m) represented a small industrial building using the reinforcement of the concrete as electromagnetic shield. The magnetic fields and magnetic field derivatives were measured at several location inside the scaled model. Further, the voltages induced on three typical cable routes inside the model was determined. The influence of the lightning current waveshape, point-of-strike, bonding of the cable routes, and bridging of an expansion joint in the middle of the building on these quantities was studied.
O conceito científico de Lideranca situaçional explica que um líder tem que ser uma pessoa de múltiplas Funções e Competências. Nas empresas alemaes tem muitos pessoas pensando ser líderes, mas no fundo eles são somente Administradores. a diferenca é o seguinte: alguem que é somente capaz de trabalhar com seu conhecimento e com seus ferramentas, já sabe muito, mas isso nao è suficiente para ter sucesso. Ele è de verdade somente um administrador. Pois para ser um Líder de verdade ele precisa além disso as competencias social e individual.
Pensando na motivação de uma perspectiva gerencial, é muito importante ter a seguinte visão: ninguem pode conseguir motivar outras pessoas, mas um lider pode influenciá-las a fazer as coisas com mais entusiasmo. Além disso, ele deve conhecer a sua personalidade mesmo. Ele precisa de reconhecimento dos pontos fortes e fracos proprios. Quem – por exemplo – é bem fechado, precisa desenvolver mais forca para motivar as outras pessoas. Quem – por outro exemplo – adora de fazer todas coisas sozinho, vai ter dificuldades com delegação para seus funcionarios. Se ele sabe desse ponto fraco proprio, ele pode evitar esse ponto fraco e delegar de verdade. Para conseguir essa meta, um dialogo de ´feedback´ com os funcionarios e muito importante para descobrir as diferenças entre a auto-percepção e o percepção dos outros, por exemplo sobre o estilo de liderança aplicada.
This work is an attempt to answer the question: How to use convex programming in shakedown analysis of structures made of materials with temperature-dependent properties. Based on recently established shakedown theorems and formulations, a dual relationship between upper and lower bounds of the shakedown limit load is found, an algorithmfor shakedown analysis is proposed. While the original problem is neither convex nor concave, the algorithm presented here has the advantage of employing convex programming tools.
IEC Technical Committee 81 is currently creating the new IEC 62305 series of standards on Lightning Protection. Working Group 9 is responsible for Part 2 of this series, which deals with the assessment and management of risk its CDV (Committee Draft for Voting) stage and has been circulated to National Committees for comment. The paper details the development of the Simplified IEC Risk Assessment Calculator software tool as described in Informative Annex J of IEC62305-2 Ed.1/CDV 2. This tool is intended as a simplified implementation of the more rigorous treatment of risk management found in the written document. It is designed to be relatively intuitive for users who wish to obtain an initial assessment of risk sensitivity, but should not be considered a substitute to a full understanding of the methods provided in the standard when dealing with more complicated structures or those where greater risks to personal or system operation are involved.
Improved collapse loads of thick-walled, crack containing pipes and vessels are suggested. Very deep cracks have a residual strength which is better modelled by a global limit load. In all burst tests, the ductility of pressure vessel steels was sufficiently high whereby the burst pressure could be predicted by limit analysis with no need to apply fracture mechanics. The relative prognosis error increases however, for long and deep defects due to uncertainties of geometry and strength data.