2019 Cilt: 5 - Sayı: 4
İÇİNDEKİLER
Damage progression in rubble-mound breakwaters scale model tests, under a climate change storm sequence
Conceiçao J.E.M. FORTES, Rute LEMOS, Ana MENDONÇA, Maria Teresa REIS
Estimation of the piles axial load in the Public Wharf of Porto Novo during an operation of a port crane
Matheus de Lima NUNES, Mauro de Vasconcellos REALB
Finite element evaluation of notch effect on partial penetration T-joints subjected to distinct toe-grinding processes
Gabriel FUNES, Priscila AMARO, Paulo TEIXEIRA, Kleber BIANCHI
Computational study of the vertical impact coefficient on girders of pier access bridges
Vinicius AVILA, Mauro REAL, Marcio MOURA
Computational modeling and constructal design method applied to the geometric evaluation of stiffened thin steel plates considering symmetry boundary condition
Rodrigo Reis AMARAL, Grégori da Silva TROİNA, Carolina Martins NOGUEIRA, Marcelo Langhinrichs CUNHA, Luis Alberto Oliveira ROCHA, Elizaldo Domingues dos SANTOS, Liércio André ISOLDI
Verification of a genetic algorithm for the optimization of stiffened plates through the constructal design method
Marcelo Langhinrichs CUNHA, Emanuel da Silva Diaz ESTRADA, Gregori da Silva TROINAC, Elizaldo Domingues dos SANTOS, Luiz Alberto Oliveira ROCHA, Liércio André ISOLDI
Constructal design applied to geometrical evaluation of rectangular plates with inclined stiffeners subjected to uniform transverse load
Vinicius Torres PINTO, Marcelo Langhinrichs CUNHA, Grégori da Silva TROİNA, Kaue Louro MARTINS, Elizaldo Domingues dos SANTOS, Liércio André ISOLDI, Luiz Alberto Oliveira ROCHA
A simplified method for analysis of reinforced concrete beams exposed to fire situation
Marcelo Mesquita do AMARAL, Matheus Wanglon FERREIRA, Mauro de Vasconcellos REAL
Analysis of a dolphin by analogy of grid, finite element method with plate element and equivalent frame method
Weslley LOPES, Marcio MOURAB, Carlos VIEGAS, Mauro REAL
Numerical evaluation of the mechanical behavior of an FPSO mooring system fairleads foundations due to maximum environmental loads
Kaue Louro MARTINS, Vinicius Torres PINTO, Luiz Alberto Oliveira ROCHA, Elizaldo Domingues dos SANTOS, Liércio André ISOLDI
5.6b 1.2b
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