Modal Superposition
Mostrando 1-11 de 11 artigos, teses e dissertações.
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1. Structural dynamic analysis for time response of bars and trusses using the generalized finite element method
The Generalized Finite Element Method (GFEM) can be viewed as an extension of the Finite Element Method (FEM) where the approximation space is enriched by shape functions appropriately chosen. Many applications of the GFEM can be found in literature, mostly when some information about the solution is known a priori. This paper presents the application of the
Lat. Am. j. solids struct.. Publicado em: 2012-06
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2. Nonlinear optimum model following control of flexible aircraft.
This Doctorate Thesis concerns optimum control of flexible aircraft. Models of a conceptual flexible aircraft are developed for control applications. A general model following problem via output feedback is developed and applied to the conceptual aircraft. The models are determined for 3 aircraft variants with increasing flexibility. The aerodynamics of flex
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 10/12/2010
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3. Nonlinear optimum model following control of flexible aircraft.
This Doctorate Thesis concerns optimum control of flexible aircraft. Models of a conceptual flexible aircraft are developed for control applications. A general model following problem via output feedback is developed and applied to the conceptual aircraft. The models are determined for 3 aircraft variants with increasing flexibility. The aerodynamics of flex
Publicado em: 2010
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4. EFFICIENCY ASSESSMENT OF ADVANCED MODAL ANALYSIS AS COMPARED TO TECHNIQUES BASED ON NUMERICAL INVERSE TRANSFORMS / COMPARAÇÃO DO DESEMPENHO COMPUTACIONAL DA TÉCNICA DE SUPERPOSIÇÃO MODAL AVANÇADA COM TÉCNICAS DA TRANSFORMADA DE LAPLACE
An established technique to solve time-dependent problems is the formulation of a complete frequency-domain analysis via Laplace or Fourier transforms, with subsequent ad hoc expression of results by numerical inversion. Although usually easy to implement, such a transform inversion is computationally intensive, if accurate results are desired, and liable to
Publicado em: 2008
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5. Ana-PSp: a computational system for aeroelastic analysis of suspended bridges for reduced mathematical models. / ANA-PSp: um sistema computacional para análise aeroelástica de pontes suspensas por modelos matemáticos reduzidos.
As características arquitetônicas e o desempenho estrutural de pontes suspensas, estaiadas ou pênseis, têm determinado a sua crescente utilização em obras de arte destinadas a vencer grandes vãos. Essa utilização crescente que ocorreu no mundo nas últimas décadas se repete agora nos últimos anos no país. Várias dessas obras estão em execução
Publicado em: 2007
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6. Controle de vibrações em edifícios submetidos à ação de cargas dinâmicas utilizando amortecedor de massa sintonizando na forma de pêndulo / Vibration control of structures subjected to dynamic loads using tuned pendulum-shaped mass dampers
The ongoing progress of structural analyses and dimensioning, in addition to the continuous advancements in building techniques and material, has made it possible to build taller and more slender structures every day. These structures are also more vulnerable to excessive vibrations caused by dynamic loads like earthquakes, winds, waves, intense traffic, and
Publicado em: 2007
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7. Linear dynamic analysis of plane framework with use of the finite element method / Analise dinamica linear de porticos planos pelo metodo dos elementos finitos
Neste trabalho estuda-se o comportamento de pórticos planos submetidos a ações dinâmicas. Apresenta-se, inicialmente, a Equação de Movimento de Lagrange através das variações das energias cinética, potencial mais o trabalho das forças não conservativas. Em seguida, pelo emprego do Método dos Elementos Finitos são desenvolvidas as matrizes de ri
Publicado em: 2006
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8. A DYNAMIC INTERACTION MODEL OF TRACK RAILWAY STRUCTURAL ELEMENTS / UM MODELO DE INTERAÇÃO DINÂMICA ENTRE OS ELEMENTOS ESTRUTURAIS DE UMA VIA FÉRREA
In a railway, the vehicle interacts dynamically with a track superstructure (rails, rail pad and sleepers) and sub-structure (ballast, sub-ballast, sub- grade). Passengers comfort, environmental loading (ground vibration) and frequency of maintenance works of vehicles as well as of the track are deter- mined by the way all the structural elements interact. T
Publicado em: 2006
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9. DEVELOPMENT OF HYBRID FINITE ELEMENTS FOR ANALYSIS OF DYNAMICS PROBLEMS USING ADVANCED MODE SUPERPOSITION / DESENVOLVIMENTO DE ELEMENTOS FINITOS HÍBRIDOS PARA A ANÁLISE DE PROBLEMAS DINÂMICOS USANDO SUPERPOSIÇÃO MODAL AVANÇADA
The hybrid finite element method, proposed by Pian on the basis of the Hellinger-Reissner potential, has proved itself a conceptual breakthrough among the discretization formulations, and has been extensively explored both academically and in commercial codes also taking into account an independent series of more recent developments called Trefftz methods. T
Publicado em: 2005
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10. O MÉTODO HÍBRIDO DOS ELEMENTOS DE CONTORNO APLICADO A PROBLEMAS TRANSIENTES / THE HIBRID BOUNDARY ELEMENT METHOD APPLIED TO TRANSIENT PROBLEMS
More than three decades ago, Przemieniecki introduced a formulation for the free vibration analysis of bar and beam elements based on a power series of frequencies. Recently, this formulation was generalized for the analysis of the dynamic response of elastic systems submitted to arbitrary nodal loads as well as initial displacements. Based on the mode-super
Publicado em: 2002
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11. Analise dinamica de colunas de perfuração via superposição modal
In this study, The dynamic behavior of adrill string is analyzed using the modal superposition technique. The dynamic responses For simple input loadings, for the transient loading and a analysis in the frequency domain are discussed. The final computer program is based On aprevious one, modified according to the objective of this thesis. Some simple cases a
Publicado em: 1991