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Interaction between wave and coastal structure: Validation of two lagrangian numerical models with experimental results marine 2011
(2011-12-01)
Numerical modeling of the interaction among waves and coastal structures is a challenge due to the many nonlinear phenomena involved, such as, wave propagation, wave transformation with water depth, interaction among ...
Interaction between wave and coastal structure: Validation of two lagrangian numerical models with experimental results marine 2011
(2011-12-01)
Numerical modeling of the interaction among waves and coastal structures is a challenge due to the many nonlinear phenomena involved, such as, wave propagation, wave transformation with water depth, interaction among ...
Damage assessment based on static and dynamic responses applied to foundation beams
(Techno-Press, 2019-12-10)
Foundations are a vital part of structures. Over time, the foundations can deteriorate due to unforeseen overloads and/or settlements, resulting in the appearance of cracks in the concrete. These cracks produce changes in ...
Elaboração de software educacional para dimensionamento de blocos sobre estacas cilíndricas verticais por métodos semiempíricos que utilizam o SPT
(Universidade Tecnológica Federal do ParanáCampo MouraoBrasilDepartamento Acadêmico de Construção CivilEngenharia CivilUTFPR, 2017-06-21)
The soil heterogeneity brings with it uncertainties about its mechanical behavior when requested by the structure. Therefore, theoretical formulation and semi-empirical methods were elaborated to predict the load capacity ...
Service design with applications to health care institutions
(Business Expert Press, 2017)
This work presents an innovative approach to business design, known as Business Engineering, and its application to service offerings design in general and health services in particular. Such an approach is characterized ...
Estudo do comportamento de sapatas de concreto armado assentes sobre solo sedimentar da região de Santa Maria
(Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2007-04-20)
Superficial foundations transfer the load to soil by the distributed tensions on the base of the foundation element and, projects are normally conditioned to crack
and displacement criteria. In the ordinary engineering ...
Um estudo dinâmico de uma barragem arco gravidade considerando as juntas de contração
(Universidade Tecnológica Federal do ParanáCuritibaBrasilPrograma de Pós-Graduação em Engenharia CivilUTFPR, 2018-06-28)
The arch-gravity dams in roller-compacted concrete have stability and safety controlled by stresses. They are constructed as blocks separated by vertical contraction joints filled with mortar.In this contribution, a study ...
The use of CPT to evaluate the effect of helical pile installation in tropical soils
(2013-01-01)
The uplift capacity of helical piles depends on the shear resistance of the soil above the helical plates. During helical pile installation, the soil traversed by the plates are sheared and displaced laterally, and ...