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Mostrando ítems 21-30 de 1744
Consideração da interação solo-estrutura em edifícios multipavimentos de concreto armado sobre fundações profundas utilizando o software CAD/TQS
(Universidade Tecnológica Federal do ParanáPato BrancoBrasilDepartamento Acadêmico de Construção CivilEngenharia CivilUTFPR, 2021-11-22)
Over the years, the advancement in technology has been revolutionizing ways of interaction between people and labor market worldwide. This advancement has already reached civil construction, mainly at project levels, because ...
Effects of dynamic load application, irregular wave conditions, and base flexibility on the structural response of a vertical pile platform
(2024)
The dynamic structural response of a vertical pile port platform under the action of irregular wave loads considering soil-structure interaction is studied. Deck displacement and bending moment on the piles were evaluated ...
Análise computacional de edifícios de parede de concreto considerando a interação solo-estrutura e o faseamento construtivo
(Universidade Federal de Santa MariaBrasilUFSMCentro de Tecnologia, 2019-07-05)
The objective of the present work is to analyze three concrete walls buildings molded on site using the finite element software SAP2000, taking into account the influence of the soil-structure interaction and the staged ...
Macroscopic properties of soils controlled by the diffuse double layer around particles
(Trade Science Inc., 2010-06)
Physic and chemical properties ofliquids and particle-fluid interaction (PFI) mechanisms control relevant soil properties. Chemical properties of pore fluids affect mainly the structure and hydraulic conductivity of fine ...
Plant-soil interactions in a serpentine neotropical forestInterações solo-planta em uma floresta neotropical com solo serpentino
(Universidade Federal de LavrasPrograma de Pós-Graduação em Botânica AplicadaUFLAbrasilDepartamento de Biologia, 2021)
Model verification and assessment of shear-flexure interaction in pile foundations
(2016)
Fiber models have been developed and applied to various structural elements such as shear walls, beams and columns. Only scarcely have fiber models been applied to circular foundation systems such as cast in drilled holes ...
First-order doubly-asymptotic formulation of the direct stiffness method for elastodynamic problems
(Elsevier, 2014-11)
A first-order formulation to analyze the dynamic response of layered soil profiles is presented as an alternative to the widely used second-order thin-layer method by the direct stiffness approach, including an efficient ...