Risk optimization of a steel frame communications tower subject to tornado winds

The structural engineering community in Brazil faces new challenges with the recent occurrence of high intensity tornados. Satellite surveillance data shows that the area covering the south-east of Brazil, Uruguay and some of Argentina is one of the world most tornado-prone areas, second only to the infamous tornado alley in central United States. The design of structures subject to tornado winds is a typical example of decision making in the presence of uncertainty. Structural design involves finding a good balance between the competing goals of safety and economy. This paper presents a methodology to find the optimum balance between these goals in the presence of uncertainty. In this paper, reliability-based risk optimization is used to find the optimal safety coefficient that minimizes the total expected cost of a steel frame communications tower, subject to extreme storm and tornado wind loads. The technique is not new, but it is applied to a practical problem of increasing interest to Brazilian structural engineers. The problem is formulated in the partial safety factor format used in current design codes, with all additional partial factor introduced to serve as optimization variable. The expected cost of failure (or risk) is defined as the product of a. limit state exceedance probability by a limit state exceedance cost. These costs include costs of repairing, rebuilding, and paying compensation for injury and loss of life. The total expected failure cost is the sum of individual expected costs over all failure modes. The steel frame communications, tower subject of this study has become very common in Brazil due to increasing mobile phone coverage. The study shows that optimum reliability is strongly dependent on the cost (or consequences) of failure. Since failure consequences depend oil actual tower location, it turn,,; out that different optimum designs should be used in different locations. Failure consequences are also different for the different parties involved in the design, construction and operation of the tower. Hence, it is important that risk is well understood by the parties involved, so that proper contracts call be made. The investigation shows that when non-structural terms dominate design costs (e.g, in residential or office buildings) it is not too costly to over-design; this observation is in agreement with the observed practice for non-optimized structural systems. In this situation, is much easier to loose money by under-design. When by under-design. When structural material cost is a significant part of design cost (e.g. concrete dam or bridge), one is likely to lose significantmoney by over-design. In this situation, a cost-risk-benefit optimization analysis is highly recommended. Finally, the study also shows that under time-varying loads like tornados, the optimum reliability is strongly dependent on the selected design life.

O Combate à fraude e evasão fiscais: a atuação da administração tributária e a avaliação dos resultados obtidos

Dissertação para obtenção do Grau de Mestre em Auditoria Orientação científica do Professor Coordenador Rodrigo Mário Oliveira Carvalho

Rex musicus. Iconografia do salmo 80 nas bíblias francesas do século XIII

Revista do IHA, N.3 (2007),pp.130-151

A Representação Política na União Americana e a Constituição de 1787: ruptura ou continuidade?

A presente dissertação tem a intenção de conduzir um estudo acerca da representação política nos territórios americanos, tornados Estados Unidos da América, desde o período colonial até ao período da ratificação da Constituição de 1787. O trabalho desenvolvido pretende demonstrar a existência de uma tradição política Americana, prevalecente até 1787, e a redistribuição do poder ocorrida no interior do corpo político Americano como consequência da entrada em vigor do novo documento constitucional, saído da Convenção de Filadélfia

Relação entre regulação das ordens profissionais e gestão jurisdicional dos profissionais de contabilidade: estudo comparado entre Portugal e o Brasil

Tese de Doutoramento em Ciência da Administração

Condition of the State of Iowa, 2009.

A transcript of the Condition of the State of Iowa speech by Governor Chet Culver delivered at the State Capitol on January 13, 2009. The governor spoke about the difficulties of the past year in Iowa; tornados, flooding, and economic woes. He also spoke about how the state will overcome the obstacles before it and the basic ideas for his upcomming budgetary decisions.

Rebuild Iowa Office Quarterly Performance Report 3rd Quarter, April 2009

As the anniversaries of 2008 tornado’s and floods approach, the Rebuild Iowa Office vision of a safer, stronger and smarter Iowa is coming into sharper focus. While much more remains to be done, hundreds of displaced Iowans and businesses are on the road to recovery and the building blocks for communities coming together. While recovery is a marathon and not a sprint, the work done so far couldn’t have been accomplished without an extensive recovery planning effort and an unprecedented level of cooperation among local, state and federal governments, private citizens, businesses and non-profit organizations, there is a rebirth and recovery underway in Iowa.

An observational study of the 7 September 2005 Barcelona tornado outbreak

This paper presents an observational study of the tornado outbreak that took place on the 7 September 2005 in the Llobregat delta river, affecting a densely populated and urbanised area and the Barcelona International airport (NE Spain). The site survey confirmed at least five short-lived tornadoes. Four of them were weak (F0, F1) and the other one was significant (F2 on the Fujita scale). They started mostly as waterspouts and moved later inland causing extensive damage estimated in 9 million Euros, three injured people but fortunately no fatalities. Large scale forcing was provided by upper level diffluence and low level warm air advection. Satellite and weather radar images revealed the development of the cells that spawned the waterspouts along a mesoscale convergence line in a highly sheared and relatively low buoyant environment. Further analysis indicated characteristics that could be attributed indistinctively to non-supercell or to mini-supercell thunderstorms.