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Avaliação da capacidade de carga geotécnica em estacas a partir dos métodos semiempíricos e provas de carga estáticas
(Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de Tecnologia, 2022-07-26)
This research presents, in a first step, a study on the behavior of excavated piles of 30 cm in diameter submitted to static load test tests in an experimental field located in the city of Cruz Alta/RS, followed by a study ...
A stochastic generation capacity expansion planning methodology using linear distribution factors and hourly load modeling
(2018)
This study proposes a formulation for the stochastic generation capacity expansion planning (GCEP) problem under load uncertainty using an improved method to directly compute the generalized generation distribution factors ...
Estudo do comportamento de solos através de ensaios de placa de diferentes diâmetros
(Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia Civil, 2007-06-15)
The dimensioning of shallow foundations requires the professional to define clearly and objectively, for the soil in question, the load capacity and forecast the settlings of the foundation submitted to the structure having ...
Two-point method: a quick and fatigue-free procedure for assessment of muscle mechanical capacities and the 1 repetition maximum
(National Strength and Conditioning Association, 2020)
Collapse mechanisms of power towers under wind loading
(Taylor and Francis Group, 2017)
Durability and Weibull Characteristics of Lithium Disilicate Crowns Bonded on Abutments with Knife-Edge and Large Chamfer Finish Lines after Cyclic Loading
(Wiley-Blackwell, 2015-12-01)
Purpose: The aim of this study was to evaluate the durability of lithium disilicate crowns bonded on abutments prepared with two types of finish lines after long-term cyclic loading. Materials and Methods: Pressed lithium ...
Study of the influence of different parameters on the buckling behaviour of masonry walls
(ELSEVIER SCI LTD, 2012)
A study of the influence and interaction of the main parameters involved on the buckling behaviour of masonry walls subjected to vertical loading is presented. For this purpose, the effects of the variation of the slenderness ...
An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading
(2012-08-10)
Structural engineers usually limit the use of HSC columns to seismic active zones because of their britle behavior in comparison with NSC, even though it presents advantages both in terms of mechanics and durability. A ...
Influence of multiple helix configuration on the uplift capacity of helical anchors
(Comité Français de Mécanique des Sols et de GéotechniqueParis, 2013)
The uplift capacity of multi-helix anchors usually depends on the helical blades configuration (including the number
and the diameter) and the soil characteristics. An evaluation of those parameters is based on the results ...