Henrique Ataide Nery de Castro Filho

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Produções bibliográficas

• FILHO, HENRIQUE A. N. CASTRO ; AVILA, SUZANA M. ; DE BRITO, JOSÉ L. V. . Dynamic analysis of onshore wind turbines including soil-structure interaction. JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING (ONLINE) , v. 43, p. 143, 2021.

• FILHO, HENRIQUE A. N. CASTRO ; RIBEIRO, R. R. ; Iarly V. da SILVEIRA . PARAMETRIC STUDY IN GRAVITY DAMS ANALYZING THE INFLUENCE OF THE FLEXURAL, SHEAR AND ROTATION EFFECTS.. Book of Full Papers of the Symposium Hydro Engineering. 1ed.Vienna: ICOLD, 2018, v. 1, p. 783-794.

• FILHO, HENRIQUE A. N. CASTRO ; DE BRITO, JOSÉ L. V. ; AVILA, SUZANA M. . DYNAMIC ANALYSIS OF ONSHORE WIND TURBINES FROM A LAGRANGIAN APPROACH. In: XL Ibero-Latin-American Congress on Computational Methods in Engineering, 2019, Natal-RN. Proceedings of XL Ibero-Latin-American Congress on Computational Methods in Engineering, 2019.

• RIBEIRO, R. R. ; Iarly V. da SILVEIRA ; CASTRO FILHO, H. A. N. ; PALHARES, R. . Parametric Study of the Influence of Flexural, Shear and Rotary Inertia Effects on the Dynamic Analysis of Gravity Dams. In: Third International Dam World Conference - Dam World 2018, 2018, Foz do Iguaçu. Proceedings of the Third International Dam World Conference - Dam World 2018, 2018.

• CASTRO FILHO, H. A. N. ; Brito, J. L. V. de ; ÁVILA, S. M. . Seismic Analysis of Wind Turbine. In: XXXIX Ibero-Latin American Congress on Computational Methods in Engineering, 2018. XXXIX Ibero-Latin American Congress on Computational Methods in Engineering, 2018.

• Iarly V. da SILVEIRA ; CASTRO FILHO, H. A. N. ; RIBEIRO, R. R. ; LIMA, J. M. . Estudo dinâmico para comportas hidráulicas pelos métodos analíticos e numérico.. In: 60 Congresso Brasileiro de Concreto - IBRACON, 2018, Foz do Iguaçu., 2018. ANAIS DO 60 CONGRESSO BRASILEIRO DO CONCRETO.

• Iarly V. da SILVEIRA ; CASTRO FILHO, H. A. N. ; RIBEIRO, R. R. . PARAMETRIC ANALYSIS OF THE INFLUENCE OF FLEXURAL, SHEAR DEFORMATION AND INERTIAL ROTATION EFFECTS ON GRAVITY DAMS NATURAL FREQUENCIES. In: ICOLD, 2018, Viena-Austria. Book of Extended Abstracts -Symposium Hydro Engineering. viena: Medienfabrik Graz, 2018. v. 1.

Projetos de pesquisa

• 2014 - 2016

  Progressive Collapse Performance of Buildings and Contribution of Load Bearing and Infill Walls, Descrição: The research involves testing of five masonry buildings to monitor their collapse behavior while the load bearing walls are physically removed from the buildings. Models and guidelines were developed to evaluate collapse potential of masonry buildings using the experimental data and simplified spring and detailed finite element simulations. The produced experimental data is a valuable addition to the state of knowledge on building collapse behavior. The fundamental research question is whether a multi-story masonry building would collapse when one or more vertical load carrying elements, e.g., walls, are removed from the first story of the building. Recent limited experimental data and computational simulations helped to answer this question for beam-column frame buildings. However, to date, no experiments have been performed on actual masonry buildings, and modeling and analysis guidelines are needed to assess collapse resistance of masonry buildings. The four and five story test buildings are located on the Ohio State University campus. The buildings will be instrumented and the damage and dynamic movement of the walls will be monitored using a stereo camera system during the experiments. Samples of brick and masonry materials were extracted from the test buildings and tested in the laboratory to determine in-situ properties. The main goal of this research is to understand and model the structural response of masonry buildings vulnerable to collapse as a result of man-made or natural hazards. Data from the collapse experiments has been compared to those obtained from static and dynamic analysis of the detailed and simplified building models. The proposed validation of computational tools is crucial to advancing the state of the art on progressive collapse due to the difficulty in performing full-scale tests in the laboratory.As well as the acquired data has been analyzed to estimate 3D displacements of a series of markers placed in a grid structure. The displacements provided projective transformations of the grid coordinates; hence is capable of providing orientation information as well. The generated numerical image models are important to validate the finite element models and will be used as ground-truth in our analysis.. , Situação: Concluído; Natureza: Pesquisa. , Alunos envolvidos: Graduação: (2) / Mestrado acadêmico: (2) / Doutorado: (1) . , Integrantes: Henrique Ataide Nery de Castro Filho - Coordenador / Kai Li - Integrante / Halil Sezen - Integrante., Financiador(es): National Science Foundation - Auxílio financeiro.

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