967 resultados para Civil constitutional methodology
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Mode of access: Internet.
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Item 1020.
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Mode of access: Internet.
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"Serial no. 51."
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Item 1020.
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"Serial no. 11."
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"Serial no. 21."
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Mode of access: Internet.
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Mode of access: Internet.
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Mode of access: Internet.
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The social and economic changes of the last decades have enhanced the dehumanization of labor relations and the deterioration of the work environment, by the adoption of management models that foster competitiveness and maximum productivity, making it susceptible to the practice of workplace bullying. Also called mobbing, bullying can occur through actions, omissions, gestures, words, writings, always with the intention of attacking the self-esteem of the victim and destroy it psychologically. In the public sector, where relations based on hierarchy prevail, and where the functional stability makes it difficult to punish the aggressor, bullying reaches more serious connotations, with severe consequences to the victim. The Federal Constitution of 1988, by inserting the Human Dignity as a fundamental principle of the Republic, the ruler of the entire legal system, sought the enforcement of fundamental rights, through the protection of honor and image of the individual, and ensuring reparation for moral and material damage resulting from its violation. Therefore, easy to conclude that the practice of moral violence violates fundamental rights of individuals, notably the employee's personality rights. This paper therefore seeked to analyze the phenomenon of bullying in the workplace, with emphasis on the harassment practiced in the public sector as well as the possibility of state liability for harassment committed by its agents. From a theoretical and descriptive methodology, this work intended to study the constitutional, infra and international rules that protect workers against this practice, emphasizing on the fundamental rights violated. With this research, it was found that doctrine and jurisprudence converge to the possibility of state objective liability for damage caused by its agents harassers, not forgetting the possibility of regressive action against the responsible agent, as well as its criminal and administrative accountability.
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This paper is a continuation of the paper titled “Concurrent multi-scale modeling of civil infrastructure for analyses on structural deteriorating—Part I: Modeling methodology and strategy” with the emphasis on model updating and verification for the developed concurrent multi-scale model. The sensitivity-based parameter updating method was applied and some important issues such as selection of reference data and model parameters, and model updating procedures on the multi-scale model were investigated based on the sensitivity analysis of the selected model parameters. The experimental modal data as well as static response in terms of component nominal stresses and hot-spot stresses at the concerned locations were used for dynamic response- and static response-oriented model updating, respectively. The updated multi-scale model was further verified to act as the baseline model which is assumed to be finite-element model closest to the real situation of the structure available for the subsequent arbitrary numerical simulation. The comparison of dynamic and static responses between the calculated results by the final model and measured data indicated the updating and verification methods applied in this paper are reliable and accurate for the multi-scale model of frame-like structure. The general procedures of multi-scale model updating and verification were finally proposed for nonlinear physical-based modeling of large civil infrastructure, and it was applied to the model verification of a long-span bridge as an actual engineering practice of the proposed procedures.
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The central argument of this work is that “democratic constitutional legitimacy”[2] probably does not currently exist in the politics of any country internationally. This inherent problem in constitutionalism is an endemic governance problem most citizenries should be dealing with, only that we are not in a large extent doing so and haven’t been historically. This position was ascertained using a form of Beck and Grande’s (2010) cosmopolitan methodology in my doctoral thesis (which we shall return to). It is argued that every constitution is in need of considerable rethinking so as to bring its statutes in line with the interests of the plurality of individuals it oversees. Finally, this work attempts to show that research in this area of democratic constitutional legitimacy is lacking in the literature as only a few scholars presently engage the issue (namely Simone Chambers).
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Understanding the motion characteristics of on-site objects is desirable for the analysis of construction work zones, especially in problems related to safety and productivity studies. This article presents a methodology for rapid object identification and tracking. The proposed methodology contains algorithms for spatial modeling and image matching. A high-frame-rate range sensor was utilized for spatial data acquisition. The experimental results indicated that an occupancy grid spatial modeling algorithm could quickly build a suitable work zone model from the acquired data. The results also showed that an image matching algorithm is able to find the most similar object from a model database and from spatial models obtained from previous scans. It is then possible to use the matched information to successfully identify and track objects.
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Fibre composite structures have become the most attractive candidate for civil engineering applications. Fibre reinforced plastic polymer (FRP) composite materials have been used in the rehabilitation and replacement of the old degrading traditional structures or build new structures. However, the lack of design standards for civil infrastructure limits their structural applications. The majority of the existing applications have been designed based on the research and guidelines provided by the fibre composite manufacturers or based on the designer’s experience. It has been a tendency that the final structure is generally over-designed. This paper provides a review on the available studies related to the design optimization of fibre composite structures used in civil engineering such as; plate, beam, box beam, sandwich panel, bridge girder, and bridge deck. Various optimization methods are presented and compared. In addition, the importance of using the appropriate optimization technique is discussed. An improved methodology, which considering experimental testing, numerical modelling, and design constrains, is proposed in the paper for design optimization of composite structures.