Abstract Population growth in urban centers, together with the lack of physical space, has led to the construction of increasingly tall and slender buildings. Multiple-story structures present substantial challenges to civil engineering because they have specific requirements for their design, construction, and use. The increased number of foors leads to more lateral displacements resulting from horizontal actions. Under these conditions, to ensure system stability, structural bracing components are commonly adopted. In addition, along with the use of more resistant materials and new construction techniques, it is necessary to improve the methodologies adopted in the structural analysis to offer professionals in the area the conditions to undertake safer and more economical projects with better speed and efficiency. Thus, in this study, numerical analyses were applied to steel planar reticulated structures to evaluate their stability and strength when inserting bracing systems. The study compared the arrangement of the bars and analyzed the influence of the parameters of the bracing systems, such as the properties of the cross-section and the position of the inverted-V-braced system. The MASTAN2 program was used to perform nonlinear static assessments using reticulated finite elements that considered both geometrical and physical nonlinearities. It was observed that the inverted-V-braced system had a substantial impact on all of the structures that were analyzed, providing increased stiffiness and, as a result, significantly reducing the frame’s lateral displacement. centers space buildings Multiplestory Multiple story design actions addition techniques efficiency Thus systems crosssection cross section invertedVbraced inverted V braced MASTAN nonlinearities result frames frame s displacement

Abstract The inelastic second-order behavior of steel structural columns under minor-axis bending is presented in this article. To study this behavior, a nonlinear frame element formulation is adopted in which the steel's plasticity process is accompanied at the nodal points of each finite element through the refined plastic-hinge method (RPHM). A tangent modulus approach is employed in order to consider the stiffness degradation in function of the internal forces' variation, and the second-order effects, residual stresses and geometric imperfections are considered in the modeling of column behavior. As a criterium for defining the ultimate limit state of the column cross-section, strength surfaces are adopted. These surfaces describe the interaction between the axial force and bending moment (N-M interaction diagrams). To solve the nonlinear equilibrium equation for the structural system, the Newton-Raphson method is used, coupled with continuation strategies. Columns with different slenderness, boundary and loading conditions are analyzed, and the results obtained are comparable to those found by other researchers. The results lead to the conclusion that the numerical approach adopted in this study can be used for a better behavioral understanding of the steel column under weak-axis bending.

Abstract The design codes for structural design traditionally establish the adoption of partial safety factors to deal with uncertainties. These standards do not allow one to know the real probabilities of failure of a structure. What is needed, from a practical and scientific point of view, is a more consistent approach, based on reliability theory. This article addresses an initial attempt at determining the safety levels of structures based on advanced analysis and design with structural reliability theory. In this context, the authors consider the effects of the geometric nonlinearity and flexibility of connections in the reliability analysis, which aims at setting a certain displacement as the service limit state. For this purpose, a computer program was written called Structural Reliability Module. This program uses a First Order Reliability Method to analyse reliability. To carry out the structural analysis of steel structures, this study uses the program Computational System for Advanced Structural Analysis. Validating the Structural Reliability Module involved comparing the results from other authors with those generated by the program. Results for the structures under study indicate the efficiency of the implemented measures. Results suggest that, when a certain displacement is set as a service limit state, the reliability of the structures under analysis are only slightly influenced by geometric nonlinearity but considerably so by semi-rigid connections.

AbstractThis paper presents a nonlinear stability analysis of piles under bilateral contact constraints imposed by a geological medium (soil or rock). To solve this contact problem, the paper proposes a general numerical methodology, based on the finite element method (FEM). In this context, a geometrically nonlinear beam-column element is used to model the pile while the geological medium can be idealized as discrete (spring) or continuum (Winkler and Pasternak) foundation elements. Foundation elements are supposed to react under tension and compression, so during the deformation process the structural elements are subjected to bilateral contact constraints. The errors along the equilibrium paths are minimized and the convoluted nonlinear equilibrium paths are made traceable through the use of an updated Lagrangian formulation and a Newton-Raphson scheme working with the generalized displacement technique. The study offers stability analyses of three problems involving piles under bilateral contact constraints. The analyses show that in the evaluation of critical loads a great influence is wielded by the instability modes. Also, the structural system stiffness can be highly influenced by the representative model of the soil.

The objective of this study was to conduct a review of the legal proceedings involving liability lawsuits filed against dentists in Ribeirão Preto, São Paulo, Brazil. A search was carried out of professionals duly registered with the Regional Council of Dentistry of São Paulo seeking professionals and clinics involved in civil proceedings in Ribeirão Preto - São Paulo. The results noted a significant increase (73.3%) in the number of lawsuits filed in the last five years, with the specialty in dental prostheses (35.6%) being the most frequent. It can be concluded that it is important for professionals to have information in reference to the increasing number of lawsuits in professional/patient relationship and that prevention measures are necessary for a safer dental practice.

El objetivo del trabajo fue realizar una revisión de los procesos judiciales que involucran demandas de responsabilidad civil interpuestas contra cirujanos-dentistas en el Forum de Ribeirão Preto, Estado de São Paulo, Brasil. Fue realizada una búsqueda nominalde profesionales y clínicas, debidamente inscritos en el Consejo Regional de Odontología de São Paulo, involucrados en procesos civiles en el municipio de Ribeirão Preto - São Paulo. Como resultado fue observado un significativo aumento (73,3%) en el número de demandas presentadas en los últimos cinco años, siendo la especialidad de prótesis dental (35,6%) la más involucrada. Se puede concluir que es importante el conocimiento por parte del profesional en cuanto al aumento de divergencias en la relación profesional/paciente y algunas medidas son necesariaspara su prevención, para que los cirujanos-dentistas busquen una práctica profesional más segura.

Grande parte dos procedimentos numéricos para obtenção de caminhos de equilíbrio dos problemas estruturais com comportamento estático não linear baseia-se no método de Newton-Raphson, ao qual são acoplados métodos de continuação. Nesse contexto, esse trabalho usa uma técnica, referida como fluxo normal, no processo de obtenção da resposta aproximada não linear estática de sistemas estruturais. Tal técnica trata-se, basicamente, de uma modificação estabelecida no esquema iterativo de Newton-Raphson, na tentativa de acelerar o processo de solução e/ou contornar problemas de convergência. Para ultrapassar os pontos limites e traçar a trajetória de equilíbrio completa das estruturas, adotam-se três diferentes estratégias de iteração: comprimento de arco, norma mínima dos deslocamentos residuais e deslocamento generalizado. Com esse procedimento, é avaliado o desempenho dessas estratégias, quando associadas à técnica do fluxo normal. Dois arcos com caminhos de equilíbrio não lineares são usados no estudo. Os resultados encontrados permitem concluir que a associação da estratégia do deslocamento generalizado com a técnica do fluxo normal contribui para a eficiência da metodologia de solução não linear.

A large part of the numerical procedures for obtaining the equilibrium path or load-displacement curve of structural problems with static nonlinear behavior is based on the Newton-Raphson iterative scheme to which are coupled the path-following methods. In this context, this study uses one technique, referred to as normal flow, in the process of obtaining the approximate nonlinear static response of structural systems. Basically, this technique is an adaptation made with in the Newton-Raphson iterative scheme in an attempt to speed up the nonlinear solution process and/or remove convergence problems. To overcome the critical points and to trace the whole nonlinear equilibrium path, three different strategies are used in association with the normal flow technique: the cylindrical arc-length, the minimum residual displacement norm and the generalized displacement. With this procedure, the performance of these strategies when associated with the normal flow technique is valued. Two arches with highly nonlinear load-displacement curves are used in the study. The results obtained demonstrated that the association of the generalized displacement strategy with the normal flow technique contributes to the improvement of the nonlinear solution methodology.

Esse trabalho apresenta um estudo referente à análise da estabilidade e vibração não linear de pórticos de aço planos do tipo galpão. Especial atenção é voltada à influência do pré-carregamento estático nas frequências naturais e nos modos de vibração dessas estruturas. Nesse sentido, foi utilizada uma formulação não linear de elementos finitos de viga-coluna que permite considerar as ligações entre os membros estruturais como semirrígidas. Para resolver o problema de equilíbrio estático não linear, um processo incremental e iterativo do tipo Newton acoplado ao método do comprimento de arco é adotado. Uma vez obtida convergência em cada passo de carga, emprega-se o método de Jacobi, para se determinarem as frequências naturais e os modos de vibração da estrutura pré-carregada. Todo o processo de solução não linear adotado é detalhado em um algoritmo. A influência de um parâmetro geométrico (altura da tesoura) e outro físico (rigidez dos apoios) no comportamento do pórtico tipo galpão é destacada nas análises. Objetiva-se, assim, obter uma melhor compreensão de alguns fenômenos de instabilidade e sensibilidade estrutural e mostrar a importância desses parâmetros e do pré-carregamento estático na flambagem e na vibração dessa estrutura de grande aplicação prática.

This paper presents a study on the stability and nonlinear vibration analysis of planar pitched-roof frames. Special attention is dedicated to the influence of static preloading in natural frequencies and vibration modes of these structures. For this, used was a nonlinear beam-column element formulation that considers connection flexibility between the structural members. The global nonlinear static equilibrium problem is solved using an incremental-iterative procedure, where in each load increment, the Newton-type iteration scheme is coupled to an arc-length strategy. At convergence in each load step, the Jacobi method determines the natural frequencies and vibration modes of the preloaded structure. The complete nonlinear solution strategy adopted is detailed in an algorithm. The influence of a geometric parameter (scissors' height) and other physical (support's stiffness) in the pitched-roof frame behavior is highlighted in the analysis. The goal is thus to have a better understanding of some instability phenomena and structural sensitivity, and to show the importance of these parameters and static preloading on the buckling and vibration of these frames, which have great practical application.

Esse trabalho apresenta uma nova ferramenta computacional, para análise avançada estática e dinâmica de estruturas de aço reticuladas planas, desenvolvida com base no Método dos Elementos Finitos. Duas fontes de não linearidades são consideradas nas análises: a geométrica, que considera os efeitos da deslocabilidade da estrutura; e a física, causada, principalmente, pelas características mecânicas dos materiais utilizados na construção civil. Imperfeições relacionadas com o carregamento, geometria do sistema e tensões residuais podem, também, serem consideradas. Para se ilustrarem alguns dos recursos e análises que diferenciam essa ferramenta dos programas comerciais existentes, a estabilidade estática e dinâmica de alguns sistemas estruturais, com ligações rígidas e semirrígidas, é avaliada. As respostas obtidas por outros pesquisadores são usadas, para validar as formulações e as metodologias de solução não linear, implementadas nessa ferramenta, e para atestar a eficiência desse programa caseiro de análise estrutural.

A new computational tool for advanced static and dynamic analyses of steel framed structures based on the Finite Element Method has been developed and is presented herein. Two sources of nonlinearity can be considered in these analyses, i.e.: the geometric, which considers the nonlinear effects of structure displacements; and the physical, which considers the nonlinear effects of the mechanical characteristics of the material used in civil construction. Loading, geometric and residual stress imperfections can also be considered. To illustrate some of the features and capabilities that differentiate this tool from existing commercial programs, static and dynamic stability analyses of some structural systems with rigid and semi-rigid connections are evaluated. The results obtained by other researchers are used to validate the nonlinear formulations and numerical solution methodologies implemented in CS-ASA, and to attest the efficiency of the structural analysis program presented herein.

Nesse trabalho, um elemento finito híbrido, que incorpora em sua formulação os efeitos não lineares de segunda ordem, da inelasticidade do aço e da semirrigidez da ligação, é utilizado para modelar e analisar sistemas estruturais reticulados planos em aço. Trata-se do elemento finito clássico de pórtico plano que apresenta, em suas extremidades, pares de molas dispostas em série. Uma das molas é representada pelo parâmetro Sc, que define o grau de rigidez da ligação entre as barras; a outra mola é representada pelo parâmetro Ss, que avalia a plastificação da seção. A matriz de rigidez desse elemento incorpora todos os efeitos não lineares supracitados. O presente trabalho faz uma averiguação da eficiência computacional do elemento híbrido na simulação isolada e combinada desses efeitos não lineares. Problemas clássicos de equilíbrio e estabilidade são inicialmente modelados e, em seguida, a atenção é voltada para a análise de sistemas estruturais com ligações flexíveis. Por fim, o referido elemento é utilizado em análises inelásticas de pórticos planos baseadas no método da rótula plástica refinado. Através dessas análises, é possível verificar e validar o emprego do elemento híbrido na modelagem numérica de diversos problemas estruturais não lineares na engenharia civil.

In this work, a hybrid finite element that incorporates in its formulation the second-order effect, material yielding and connection flexibility effects are presented to study the behavior of plane steel frames. In fact, it is the classic beam-column finite element that presents, at its ends, pairs of springs arranged in sequence. One of the springs is represented in the mathematical formulation of this element by the parameter Sc, which defines the joint stiffness of the members; the other spring, whose rigidity is simulated by the parameter Ss, evaluates the plastification of the cross section. The element stiffness matrix incorporates these three mentioned nonlinear effects. Therefore, the aim of this work is to investigate the computer efficiency of this hybrid finite element in the isolated and combined simulation of these nonlinear effects. Initially, equilibrium and stability of classic structural problems with high nonlinear behavior and critical points in the equilibrium paths are studied. Semi-rigid structural systems with initial geometric imperfections are also evaluated. Later, the hybrid element is tested in the inelastic analysis of plane steel frames based on refined plastic-hinge method. Through these examples, it was possible to validate and verify the use of the proposed hybrid finite element in the numerical modeling of various nonlinear structural problems in civil engineering.

A biologia do Toxoplasma gondii demonstra que o gato é o hospedeiro completo, responsável pela disseminação do parasito. Assim, dois gatos domésticos foram imunizados com cada uma das amostras, VPS (humano), LIV-IV e LIV-V (suíno), CPL (caprino) e CN (felino) de T. gondii. Foram utilizados taquizoítas vivos em inóculos endovenosos de 2x10(6) (1° inóculo} e 4x10(7) (2° inóculo - 35 dias após), exceto a amostra VPS, onde 1 gato morreu no 10° dia com sinais clínicos agudos da doença, nas outras amostras, nenhum sinal clínico foi constatado durante os 6 meses de observação. O nível de anticorpos na imunização foi acompanhado através da reação de imunofluorescência indireta (IFI) com conjugado anti-IgG de felino. Os títulos de anticorpos obtidos no 20° dia variaram de 1:1.024 a 1:4.096 e de 1:1.024 a 1:8.000 no 40° dia. Somente a amostra VPS expressou títulos de 1:16.000 no 30° dia da imunização. Títulos homólogos e heterólogos foram equivalentes sem nenhuma diferença entre as amostras. Quando soros imunes foram adsorvidos com taquizoítas vivos de cada amostra, a redução nos títulos de anticorpos foi demonstrada em ambos homólogos e heterólogos. Esses resultados sugerem que, embora diferente em virulência para gatos, a superfície antigênica é comum entre as amostras do T. gondii, com base no nível de anticorpo demonstrado pela IFI. Esses resultados também demonstram que, aparentemente, não há correlação entre virulência e as características sorológicas das amostras estudadas no T. gondii. Entretanto, a importância do teste IFI em diagnóstico laboratorial é reforçada.

The biology of Toxoplasma gondii demonstrate that cats are the complete host responsable for the dissemination of this parasites. Two domestic cats were immunised with Toxoplasma gondii strains VPS (human), LIV-IV and LIV-V (porcine), CPL (caprine) and CN (feline). Live tachyzoites were utilized in intravenous inoculation of 2x10(7) (first inoculum) and 4x10(7) (second inoculum - 35 days later), except for strain VPS, where one cat died 10 days after the first inoculation and another showed symptoms of acute toxoplasmosis. In all other strains, no clinical signs were detected during 6 months of observation. The antibody response after immunization was monitored by indirect immunofluorescence (IF) test by the use of anti-cat IgG conjugate. The antibody titers obtained at the 20th day varied from 1:1,024 to 1:4,096 and from 1:1,024 to 1:8,000 at the 40th day. Only the VPS strain attained titers of 1:16,000 at the 30th day of immunization. Homologous and heterologos titers were equivalem without any difference among the strain. When the immune sera were adsorbed with live tachyzoites, a reduction in the antibody titers was demonstrated both in homologous and heterologous levels. These results suggest that although dijferences in virulence for cats are evident among the strains. The surface antigens are commom among the T. gondii strains on the basis of IF antibody level. The results also demonstrated that apparently there is no correlation between virulence and serological characteristics of the studied strains of Toxoplasma gondii. However the importance of the IF test in the laboratorial diagnosis of Toxoplasmosis is reinforced.