Euclides Mesquita
Euclides Mesquita
University of Campinas (Unicamp), Dept. of Computational Mechanics
Verified email at
Cited by
Cited by
Elastodynamic Greens functions for orthotropic planestrain continua with inclined axes of symmetry
PLA Barros, E de Mesquita Neto
International journal of solids and structures 36 (31-32), 4767-4788, 1999
Numerical methods for the dynamics of unbounded domains
E Mesquita, R Pavanello
Computational & applied mathematics 24 (1), 1-26, 2005
Constant Boundary Elements on graphics hardware: a GPU-CPU complementary implementation
J Labaki, LOS Ferreira, E Mesquita
Journal of the Brazilian Society of Mechanical Sciences and Engineering 33 …, 2011
Numerically evaluated displacement and stress solutions for a 3D viscoelastic half space subjected to a vertical distributed surface stress loading using the Radon and Fourier …
M Adolph, E Mesquita, ER Carvalho, E Romanini
Communications in Numerical Methods in Engineering 23 (8), 787-804, 2007
Vertical vibrations of an elastic foundation with arbitrary embedment within a transversely isotropic, layered soil
J Labaki, E Mesquita, R Rajapakse
On the dynamic interaction and cross-interaction of 2D rigid structures with orthotropic elastic media possessing general principal axes orientation
PL de Almeida Barros, E de Mesquita Neto
Meccanica 36 (4), 367-378, 2001
Singular‐ended spline interpolation for two‐dimensional boundary element analysis
PL de Almeida Barros, E de Mesquita Neto
International Journal for Numerical Methods in Engineering 47 (5), 951-967, 2000
An implementation of the Longman's integration method on graphics hardware
E Mesquita, J Labaki, LOS Ferreira
Cmes-computer Modeling In Engineering & Sciences, 2009
Transient green and influence functions for plane strain visco-elastic half-spaces
E Mesquita, M Adolph, PLA Barros, E Romanini
Proc. IABEM SYMPOSIUM, 28-31, 2002
IBEM-FEM model of a piled plate within a transversely isotropic half-space
PL de Almeida Barros, J Labaki, E Mesquita
Engineering Analysis with Boundary Elements 101, 281-296, 2019
Dynamic response of a frame-foundation-soil system: a coupled BEM–FEM procedure and a GPU implementation
R Carrion, E Mesquita, JL Ansoni
Journal of the Brazilian Society of Mechanical Sciences and Engineering 37 …, 2015
Stationary dynamic displacement solutions for a rectangular load applied within a 3d viscoelastic isotropic full space—part i: formulation
E Mesquita, E Romanini, J Labaki
Mathematical Problems in Engineering 2012, 2012
The BEM on general purpose graphics processing units (GPGPU): a study on three distinct implementations
J Labaki, E Mesquita, SL Ferreira
Proceedings of the 11th International Conference on Boundary Element …, 2010
Dynamic displacement and stress solutions for viscoelastic half‐spaces subjected to harmonic concentrated loads using the Radon and Fourier transforms
E Mesquita, M Adolph, ER Carvalho, E Romanini
International journal for numerical and analytical methods in geomechanics …, 2009
Scr-seafloor interaction modeling with winkler, pasternak and kerr beam-on-elastic-foundation theories
P Barros, R Pavanello, E Mesquita, CK Morooka
28th International Conference on Ocean, Offshore and Arctic Engineering …, 2009
Dynamic behavior of frame structures by boundary integral procedures
E de Mesquita Neto, SFA Barretto, R Pavanello
Engineering analysis with boundary elements 24 (5), 399-406, 2000
A boundary element implementation of the substructure deletion method
E de Mesquita Neto, E Romanini, BR de Pontes
WIT Transactions on Modelling and Simulation 10, 1970
Coupled horizontal and rocking vibrations of a rigid circular plate on a transversely isotropic bi-material interface
J Labaki, E Mesquita, R Rajapakse
Engineering Analysis with Boundary Elements 37 (11), 1367-1377, 2013
Acoustic eigenvalue analysis by boundary element methods
E de Mesquita Neto, ER Carvalho, J de Franca Arruda, R Pavanello
Boundary Element Acoustics (WIT, Southampton, UK, 2000), 117-158, 2000
Green’s function approach versus direct boundary element scheme to model the dynamic interaction of foundations resting on a viscoelastic layer over a bedrock
E Mesquita, E Romanini
Boundary Elements XIV, 107-121, 1992
The system can't perform the operation now. Try again later.
Articles 1–20