1
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Hydration of Portland cement modified by carbon nanotubes/surfactant dispersions
Tese
2
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Stock price change prediction using news text mining
Tese
3
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
The fourth order diffusion model for a bi-flux mass transfer
Tese
4
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Parametric interpolation method for long-term extreme response and probabilistic fatigue prediction of offshore structures
Tese
5
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Dow Jones Index change prediction using text mining
Dissertação
6
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Computational and experimental pore-scale studies of carbonate rock samples for the brazilian pre-salt scenario
Tese
7
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Study of the representative elementary volume of carbonate rocks and pore network simulation
Dissertação
8
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Development of an environmental flow approach applied to the Piabanha River watershed
Tese
9
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
DSM-based prediction of distortional failure loads of cold-formed steel columns at elevated temperatures
Tese
10
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
Structural Optimization of cable-stayed bridges considering the action of permanent and transitory loads
Tese
11
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL...”
A space-time adaptivity scheme for the Cahn-Hilliard equation
Dissertação
12
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL::MATERIAIS E COMPONENTES DE CONSTRUCAO...”
Finite element mesh multiplication with boundary smoothing
Dissertação
13
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS...”
Extreme value estimation of mooring lines top tension
Dissertação
14
Assuntos:
“...CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS::ESTRUTURAS METALICAS...”
On the strength and DSM design of end-bolted cold-formed steel columns buckling in distortional modes
Tese