| A simplified method for analysis of reinforced concrete beams exposed to fire situation | Marcelo Mesquita do AMARAL,Matheus Wanglon FERREIRA,Mauro de Vasconcellos REAL | 335–346 |
| 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 | 347–353 |
| 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 | 355–366 |
| Computational study of the vertical impact coefficient on girders of pier access bridges | Vinicius AVILA,Mauro REAL,Marcio MOURA | 367–377 |
| 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 | 379–392 |
| 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 | 393–402 |
| 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 | 403–413 |
| 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 | 415–426 |
| 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 | 427–436 |
| 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 | 437–446 |