As de torres treliçadas estaiadas são muito utilizadas e são foco de atenção na pesquisa da engenharia moderna, apresentando-se como um desafio na avaliação das excitações que sobre elas atuam, assim como a determinação das respostas dos elementos que as compõem. Para realizar um estudo neste sentido se realiza no presente trabalho a avaliação estrutural de uma torre treliçada estaiada, localizada na Universidade de Passo Fundo. Esta torre se encontra instrumentada, registrando velocidades de vento de forma contínua, sendo possível determinar nos registros existentes ventos característicos de tormentas TS e EPS. Se conta também com a caracterização dinâmica desta torre para qual foram determinadas suas freqüências naturais de vibração. Utilizando a informação supracitada foram criados modelos estruturais de diferentes níveis de complexidade que foram calibrados utilizando as informações disponíveis. A excitação devida a tormentas foi montada, comparando espectros de excitação clássicos disponíveis na literatura técnica e os registros experimentais de tormentas reais disponíveis. Também foi analisado um montante da torre submetido à compressão onde sua seção transversal é uma cantoneira de abas iguais. Foi determinada a carga de colapso deste perfil considerando as não linearidades físicas e geométricas incorporadas no mesmo. Foi prestada singular atenção ao estudo da influência das imperfeições, utilizando para isto expressões propostas pela bibliografia especializada e o quadro de imperfeições que foi extraído do escaneamento tridimensional de um montante real. Finalmente os diferentes aspectos estudados são discutidos nesta dissertação os quais permitem conhecer melhor o comportamento estrutural de torres estaiadas, em forma global, dos componentes que as compõem e das solicitações que atuam sobre elas. A forma em que se estudaram estes aspectos sem duvida enriqueceram a discussão do complexo tema da incerteza de modelo um dos atuais frentes na pesquisa da engenharia moderna. / The analysis of frames guyed masts are widely used and are the focus of attention in the research of modern engineering, presenting a challenge in the evaluation of excitations that act on them, and determining the responses of the component elements. To undertake a study to that effect, in this essay is made the evaluation of a structural truss of guyed masts, located at the University of Passo Fundo. This tower has equipments that record wind speeds in a continuous manner, being able to determine data about TS and EPS storms in the existing records. It also determines the natural frequencies of vibration as a dynamic characteristic of the tower. Using the above information, structural models of different levels of complexity were created, being calibrated using the available data. The excitement caused by storms was created by comparing the excitation spectra classics available in the technical literature and the experimental records of actual storms available. Also discussed was an amount subject to compression of the tower where its cross section is a corner of tabs equal. Was determined from the load profile given the collapse of physical and geometric nonlinearities embedded in it. Individual attention was given to the study of the influence of imperfections, using it to expressions proposed by the specialized literature and the framework of imperfection that was extracted from three-dimensional scanning of an actual amount.

Neste trabalho desenvolve-se uma formulação teórica consistente para a análise não-linear, física e geométrica, de pórticos planos de aço, através do Método dos Elementos Finitos (MEF), considerando barras com imperfeições iniciais e tensões residuais nas suas seções transversais, visando analisar os critérios de resistência adotados para projeto das colunas de aço, baseados no conceito de resistência-última, e estudar o comportamento não-linear dos pórticos de aço considerando estes dois fatores. São feitas considerações qualitativas sobre a influência das imperfeições iniciais e das tensões residuais no cálculo da resistência das colunas. e é dada uma visão geral sobre a evolução dos critérios usados na prática para dimensionamento das colunas de aço. Apresenta-se o desenvolvimento da teoria geral, que leva em conta a presença das tensões residuais auto-equilibradas nas equações de equilíbrio do elemento. Este desenvolvimento é feito dentro de uma formulação Lagrangiana utilizando a técnica corrotacional para a dedução consistente da matriz de rigidez tangente do elemento de pórtico plano com imperfeição inicial. Para implementação desta formulação é desenvolvido um programa em linguagem FORTRAN para micro-computador capaz de fazer a análise não-linear elasto-plástica de pórticos planos, baseado num processo incremental-iterativo. Utiliza-se o modelo de fatias para avaliar os coeficientes de rigidez do elemento, modelo este que se mostrou bastante adequado, permitindo o acompanhamento da plastificação ao longo da altura da seção e a consideração de qualquer modelo de distribuição das tensões residuais. Finalmente, os exemplos apresentados mostram a grande potencialidade da formulação desenvolvida. São analisados vários casos cujos resultados são comparados com os obtidos por outros autores, demonstrando a precisão e correção da teoria proposta. A aplicação na análise de pórticos de andares múltiplos confirma a validade da formulação e demonstra a sua aplicabilidade nos casos práticos. / A consistent finite element formulation to consider material and geometric nonlinearities of steel plane frames is presented. Residual stresses and initial imperfections are considered to evaluate steel columns failure criteria based on the ultimate strength and also to investigate the nonlinear behavior of steel plane frames. Some qualitative considerations are made on the initial imperfections and residual stresses influence on the practical steel columns design. A general theory considering self equilibrated residual stresses is developed based on the Lagrangian formulation. Corotacional technique is used to obtain the tangent stiffness matrix of plane frame taking the initial imperfection into account. A stand alone code has been written in FORTRAN and implemented on a microcomputer platform to perform incremental-iterative analysis of nonlinear elastoplastic plane frame problems. The frame element is made up of layers such that the plastic region can be readily identified and any kind of residual stresses through the cross section area can be taken into account in the analysis. Some examples are presented and their results compared to others in the literature. The multistory building analyses using the plane frame element presented in this research has shown to be very effective and useful to practical applications.

As de torres treliçadas estaiadas são muito utilizadas e são foco de atenção na pesquisa da engenharia moderna, apresentando-se como um desafio na avaliação das excitações que sobre elas atuam, assim como a determinação das respostas dos elementos que as compõem. Para realizar um estudo neste sentido se realiza no presente trabalho a avaliação estrutural de uma torre treliçada estaiada, localizada na Universidade de Passo Fundo. Esta torre se encontra instrumentada, registrando velocidades de vento de forma contínua, sendo possível determinar nos registros existentes ventos característicos de tormentas TS e EPS. Se conta também com a caracterização dinâmica desta torre para qual foram determinadas suas freqüências naturais de vibração. Utilizando a informação supracitada foram criados modelos estruturais de diferentes níveis de complexidade que foram calibrados utilizando as informações disponíveis. A excitação devida a tormentas foi montada, comparando espectros de excitação clássicos disponíveis na literatura técnica e os registros experimentais de tormentas reais disponíveis. Também foi analisado um montante da torre submetido à compressão onde sua seção transversal é uma cantoneira de abas iguais. Foi determinada a carga de colapso deste perfil considerando as não linearidades físicas e geométricas incorporadas no mesmo. Foi prestada singular atenção ao estudo da influência das imperfeições, utilizando para isto expressões propostas pela bibliografia especializada e o quadro de imperfeições que foi extraído do escaneamento tridimensional de um montante real. Finalmente os diferentes aspectos estudados são discutidos nesta dissertação os quais permitem conhecer melhor o comportamento estrutural de torres estaiadas, em forma global, dos componentes que as compõem e das solicitações que atuam sobre elas. A forma em que se estudaram estes aspectos sem duvida enriqueceram a discussão do complexo tema da incerteza de modelo um dos atuais frentes na pesquisa da engenharia moderna. / The analysis of frames guyed masts are widely used and are the focus of attention in the research of modern engineering, presenting a challenge in the evaluation of excitations that act on them, and determining the responses of the component elements. To undertake a study to that effect, in this essay is made the evaluation of a structural truss of guyed masts, located at the University of Passo Fundo. This tower has equipments that record wind speeds in a continuous manner, being able to determine data about TS and EPS storms in the existing records. It also determines the natural frequencies of vibration as a dynamic characteristic of the tower. Using the above information, structural models of different levels of complexity were created, being calibrated using the available data. The excitement caused by storms was created by comparing the excitation spectra classics available in the technical literature and the experimental records of actual storms available. Also discussed was an amount subject to compression of the tower where its cross section is a corner of tabs equal. Was determined from the load profile given the collapse of physical and geometric nonlinearities embedded in it. Individual attention was given to the study of the influence of imperfections, using it to expressions proposed by the specialized literature and the framework of imperfection that was extracted from three-dimensional scanning of an actual amount.

O presente trabalho visa o estudo e análise de desempenho de diferentes critérios de falha disponíveis na literatura, a diferentes estados triaxiais de tensão. Para isso, utiliza-se um corpo de prova ad hoc, aqui denominado Bifailure, que foi projetado com a finalidade de se obter falha em estado de tensão próximo ao cisalhamento puro e em estado de tensão de alta triaxialidade, em um único teste de tração. Foram realizados ensaios experimentais e simulações numéricas com o programa comercial de elementos finitos LS-Dyna®. A fim de utilizar critérios de falha recentes, ainda não disponíveis, uma subrotina de elementos finitos foi desenvolvida e implementada. Após as simulações, concluiu-se que, dentre os critérios analisados, não houve um critério que representasse perfeitamente e simultaneamente os dois tipos de falha do espécime Bifailure. Por fim, o estudo concluiu que o grau de acuracidade de um critério de falha está relacionado ao número de parâmetros necessários e aos testes experimentais que foram realizados para sua caracterização. / The present work aims the study and analysis of performance of different failure criteria available in literature, in different triaxial stress states. For that, it is used an ad hoc specimen, here named Bifailure, that was designed with the purpose of obtain failure in a stress state near pure shear and in a stress state of high triaxiality, in a single tension test. Experimental tests and numerical simulations were done with commercial finite element software LS-Dyna®. In order to use recent failure criteria, that are still not available, a finite element subroutine was developed and implemented. After simulations, it was concluded that, among analysed criteria, there was not a criterion that represented perfectly and simultaneously the two types of failure of Bifailure specimen. Finally, the study concluded that the degree of accuracy of a failure criterion is related to the number of necessary parameters and to the experimental tests that were done for its characterization.

Abstract High radio capacity is one of the main targets in wireless network planning. The characteristics of the broadband radio channel pose serious challenges for achieving this goal. This thesis views the capacity problem from two frameworks. In the first, the effective user capacity in advanced direct sequence wideband code-division multiple-access (DS-CDMA) radio networks is evaluated. Sensitivity to various imperfections in key system parameters is studied. The analysis is based on a mathematical foundation that presents complex signal models and enables evaluation of the performance losses due to parameter estimation errors and multipath fading. The effective number of users supported in a cell is restricted by the multiple access interference (MAI) in the same cell (intracell interference) and overall background noise. The studied wideband CDMA receiver structures comprise conventional rake receivers with both the maximal ratio combining (MRC) and equal gain combining (EGC) schemes that can be supplemented with either linear decorrelating or nonlinear successive cancellation-based multiuser detectors and M-antenna spatial diversity. The second framework focuses on direct sequence spread spectrum-based ultra wideband (UWB) indoor communications. Cochannel interference limited capacity is evaluated against the outage probability criterion in exponentially decaying lognormal multipath fading channels. Distance-dependence and spatial distribution of users is taken into account at different spatial cell configurations. Only moderate complexity partial rake receivers with noncoherent combining are employed. Total interference is composed of interpath, multipath, intracell, and intercell interference contributions. Lognormal sum approximations and simulations are used to evaluate distributions of the desired and interfering signals. The impact of the timing errors at the receiver monopulse correlation is studied. The numerical results for the wideband CDMA framework show that effective user capacity and sensitivity depend critically on the joint impact of nonidealities in system parameters (e.g., channel profile, severity of fading, receiver algorithms). User capacities of the studied multiuser enhanced receivers were more prone to these impairments than those of the simpler single user receivers. The results should be used for network planning and optimization. The numerical results of the UWB framework suggest that, even in the multipath rich channel, the optimal number of rake fingers can be less than half of the significant multipaths. Differences between circular, square, and hexagonal cell models proved to be minor with respect to link distance distributions. The derived link distance statistics are useful tools in the analytic piconet dimensioning and optimization.

Abstract Modern NMR methods in liquids are based on the transfer of polarisation from nucleus to nucleus to generate multidimensional heteronuclear correlation spectra. The factors that influence the efficiency of heteronuclear polarisation transfer in multi-pulse experiments, and in that way the quality of spectra are the subject of this thesis. The flow of coherence through pulse sequences can be designed and analysed with the aid of product operator calculations. Results of the study include improvements to quantitative two-dimensional shift-correlated experiments, and demonstration of the benefits of closely spaced 180° pulse trains in polarisation transfer steps in long-range correlation experiments and isotope editing filters.

Hardware impairments (HWIs) impose a huge challenge on modern wireless commu- nication systems owing to the characteristics like compactness, least complexity, cost ef- fectiveness and high energy efficiency. Numerous techniques are implemented to minimize the detrimental effects of these HWIs ,however, the residual HWIs may still appear as an additive distortion, multiplicative interference, or an aggregate of both. Numerous studies have commenced efforts to model one or the other forms of hardware impairments in the ra- dio frequency (RF) transceivers. Many presented the widely linear model for in-phase and quadrature imbalance (IQI) but failed to recognize the impropriety induced in the system because of the self-interfering signals. Therefore, we have presented not only a rigorous ag- gregate impairment model along with its complete impropriety statistical characterization but also the appropriate performance analysis to quantify their degradation effects. Lat- est advances have endorsed the superiority of incorporating more generalized impropriety phenomenon as opposed to conventional propriety. In this backdrop, we propose the improper Gaussian signaling (IGS) to mitigate the drastic impact of HWIs and improve the system performance in terms of achievable rate and outage probability. Recent contributions have advocated the employment of IGS over traditional proper Gaussian signaling (PGS) in various interference limited scenarios even in the absence of any improper noise/interference. It is pertaining to the additional degree of freedom (DoF) offered by IGS, which can be optimized to reap maximum benefits. This reduced-entropy signaling is the preferred choice to pose minimal interference to a legitimate network yielding another mechanism to tackle undesired interference. Evidently, the incorporation of both inherent and induced impropriety characteristics is critical for effective utilization. Most of the recent research revolves around the theoretical analysis and advantages of improper signaling with minimal focus on its practical realization. We bridge this gap by adopting and optimizing asymmetric signaling (AS) which is the finite discrete implemen- tation of the improper signaling. We propose the design of both structural and stochastic shaping to realize AS. Structural shaping involves geometric shaping (GS) of the symbol constellation using some rotation and translation matrices. Whereas, stochastic shaping as- signs non-uniform prior probabilities to the symbols. Furthermore, hybrid shaping (HS) is also proposed to reap the gains of both geometric and probabilistic shaping. AS is proven superior to the conventional M-ary symmetric signaling in all of its forms. To this end, probabilistic shaping (PS) demonstrates the best trade-off between the performance en- hancement and added complexity. This research motivates further investigation for the utilization of impropriety concepts in the upcoming generations of wireless communications. It opens new paradigms in inter- ference management and another dimension in the signal space. Besides communications, the impropriety characterization has also revealed numerous applications in the fields of medicine, acoustics, geology, oceanography, economics, bioinformatics, forensics, image processing, computer vision, and power grids.

Thin walled stiffened composite panels, which are among the most utilized structural elements in engineering, possess the unfortunate property of being highly sensitive to geometrical imperfections. Existing analysis codes are able to predict the nonlinear postbuckling behavior of a structure with specified imperfections. However, it is impossible to determine the geometric imperfection profile of a nonexistent composite panel early in the design. This is due to the variety of uncertainties that are involved in the manufacturing of these panels. As a mater of fact, due to the very nature of the manufacturing processes, it is hard to imagine that a given manufacturing process could ever produce two identical panels. The objective of this study is to introduce a new design methodology in which a manufacturing model and a convex model for uncertainties are used in conjunction with a nonlinear design tool in order to obtain a more realistic, better performing final design. First a finite element code for the nonlinear postbuckling analysis of stiffened panels is introduced. Next, a manufacturing model for the simulation of the autoclave curing of epoxy matrix composites is presented. A convex model for the uncertainties in the imperfections is developed in order to predict the weakest panel profile among a family of panels. Finally, the previously developed tools are linked in a closed loop design scheme aimed at obtaining a final design that incorporates the manufacturing tolerances information through more realistic imperfections. / Ph. D.

<p>The future International Linear Collider (ILC) and Compact Linear Collider (CLIC) are intended for precision measurements of phenomena discovered at the Large Hadron Collider (LHC) and also for the discovery of new physics. In order to offer optimal conditions for such experiments, the new colliders must produce very-high-luminosity collisions at energies in the TeV regime.</p><p>Emittance growth caused by imperfections in the main linacs is one of the factors limiting the luminosity of CLIC and ILC. In this thesis, various emittance preservation and luminosity tuning techniques have been tested and developed in order to meet the challenging luminosity requirements.</p><p>Beam-based alignment was shown to be insufficient for reduction of emittance growth. Emittance tuning bumps provide an additional powerful preservation tool. After initial studies of tuning bumps designed to treat certain imperfections, a general strategy for design of optimised bumps was developed. The new bumps are optimal both in terms of emittance reduction performance and convergence speed. They were clearly faster than previous bumps and reduced emittance growth by nearly two orders of magnitude both for CLIC and ILC.</p><p>Time-dependent imperfections such as ground motion and magnet vibrations also limit the performance of the colliders. This type of imperfections was studied in detail, and a new feedback system for optimal reduction of emittance growth was developed and shown to be approximately ten times more efficient than standard trajectory feedbacks.</p><p>The emittance tuning bumps require fast and accurate diagnostics. The possibility of measuring emittance using a wide laserwire was introduced and simulated with promising results. While luminosity cannot be directly measured fast enough, it was shown that a beamstrahlung tuning signal could be used for efficient optimisation of a number of collision parameters using tuning bumps in the Final Focus System.</p><p>Complete simulations of CLIC emittance tuning bumps, including static and dynamic imperfections and realistic tuning and emittance measurement procedures, showed that an emittance growth six times lower than that required may be obtained using these methods.</p>

The future International Linear Collider (ILC) and Compact Linear Collider (CLIC) are intended for precision measurements of phenomena discovered at the Large Hadron Collider (LHC) and also for the discovery of new physics. In order to offer optimal conditions for such experiments, the new colliders must produce very-high-luminosity collisions at energies in the TeV regime. Emittance growth caused by imperfections in the main linacs is one of the factors limiting the luminosity of CLIC and ILC. In this thesis, various emittance preservation and luminosity tuning techniques have been tested and developed in order to meet the challenging luminosity requirements. Beam-based alignment was shown to be insufficient for reduction of emittance growth. Emittance tuning bumps provide an additional powerful preservation tool. After initial studies of tuning bumps designed to treat certain imperfections, a general strategy for design of optimised bumps was developed. The new bumps are optimal both in terms of emittance reduction performance and convergence speed. They were clearly faster than previous bumps and reduced emittance growth by nearly two orders of magnitude both for CLIC and ILC. Time-dependent imperfections such as ground motion and magnet vibrations also limit the performance of the colliders. This type of imperfections was studied in detail, and a new feedback system for optimal reduction of emittance growth was developed and shown to be approximately ten times more efficient than standard trajectory feedbacks. The emittance tuning bumps require fast and accurate diagnostics. The possibility of measuring emittance using a wide laserwire was introduced and simulated with promising results. While luminosity cannot be directly measured fast enough, it was shown that a beamstrahlung tuning signal could be used for efficient optimisation of a number of collision parameters using tuning bumps in the Final Focus System. Complete simulations of CLIC emittance tuning bumps, including static and dynamic imperfections and realistic tuning and emittance measurement procedures, showed that an emittance growth six times lower than that required may be obtained using these methods.