Computation of moments and stresses in laminated composite plates by the boundary element method A Dos Reis, ÉL Albuquerque, FL Torsani, L Palermo Jr, P Sollero Engineering Analysis with Boundary Elements 35 (1), 105-113, 2011 | 42 | 2011 |
Plate bending analysis using the classical or the Reissner–Mindlin models L Palermo Jr Engineering analysis with boundary elements 27 (6), 603-609, 2003 | 30 | 2003 |
The tangential differential operator applied to a stress boundary integral equation for plate bending including the shear deformation effect L Palermo Jr Engineering analysis with boundary elements 36 (8), 1213-1225, 2012 | 22 | 2012 |
Effect of shear deformation on the buckling parameter of perforated and non-perforated plates studied using the boundary element method RA Soares Jr, L Palermo Jr Engineering Analysis with Boundary Elements 85, 57-69, 2017 | 20 | 2017 |
On the harmonic response of plates with the shear deformation effect using the elastodynamic solution in the boundary element method LP Junior Engineering analysis with boundary elements 31 (2), 176-183, 2007 | 16 | 2007 |
The boundary element method applied to orthotropic shear deformable plates A dos Reis, ÉL Albuquerque, LP Júnior Engineering Analysis with Boundary Elements 37 (4), 738-746, 2013 | 14 | 2013 |
Analysis of thin walled structures using the boundary element method L Palermo Jr, M Rachid, WS Venturini Engineering analysis with boundary elements 9 (4), 359-363, 1992 | 12 | 1992 |
Application of the radial integration method for the buckling analysis of plates with shear deformation RA Soares Jr, L Palermo Jr, LC Wrobel Engineering Analysis with Boundary Elements 118, 250-264, 2020 | 11 | 2020 |
Application of the dual reciprocity method for the buckling analysis of plates with shear deformation RA Soares Jr, L Palermo Jr, LC Wrobel Engineering Analysis with Boundary Elements 106, 427-439, 2019 | 11 | 2019 |
Dynamic stationary response of reinforced plates by the boundary element method LCF Sanches, E Mesquita, R Pavanello, L Palermo Jr Mathematical Problems in Engineering 2007 (1), 062157, 2007 | 11 | 2007 |
On the fundamental solution to perform the dynamic analysis of Reissner-Mindlin's plates L Palermo Jr WIT Transactions on Modelling and Simulation 34, 2003 | 11 | 2003 |
The Use of the Tangential Differential Operator in the Dual Boundary Element Equation, Structural Durability & Health Monitoring, vol. 2, no. 2 L Palermo Jr, L Almeida, PC Gonçalves Tech Science Press, 2006 | 10 | 2006 |
On the use of the tangential differential operator in the traction boundary integral equation of the dual boundary element method for three dimensional problems L Palermo Jr, L Almeida Int Conf Comput Exp Eng Sci 7 (2), 83-87, 2008 | 8 | 2008 |
A análise de placas e o Método dos Elementos de contorno L Palermo Jr Livre docência. Universidade Estadual de Campinas, 2000 | 8 | 2000 |
On the boundary element formulation to compute critical loads considering the effect of shear deformation in plate bending L Palermo Jr, RA Soares Jr Boundary Elements and Other Mesh Reduction Methods XXXVIII 61, 213, 2015 | 7 | 2015 |
GBT-based buckling analysis of circular cylindrical steel shells under uniform external pressure C Basaglia, D Camotim, N Silvestre, L Palermo Jr Website Proceedings of SSRC Annual Stability Conference, 12-15, 2016 | 6 | 2016 |
On the Implementation of the Two Dimensional Dual Boundary Element Method for Crack Problems,“ L Almeida, L Palermo Jr 5th International Conference on Boundary Elements Techniques” Lisboa, Portugal, 2004 | 6 | 2004 |
On the harmonic solution for plate bending considering effects of the shear deformation and the forces in the middle plane L Palermo Jr Boundary Elements and Other Mesh Reduction Methods 37, 241-251, 2014 | 5 | 2014 |
The use of the tangential differential operator in the dual boundary element equation L Palermo Jr, L Almeida, PC Gonçalves Structural Durability & Health Monitoring 2 (2), 123, 2006 | 5 | 2006 |
A study about fundamental solutions in plates L Palermo Jr WIT Transactions on Modelling and Simulation 26, 2000 | 5 | 2000 |