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ORCIDJ. A. Vilán Vilán
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2010 – 2019
- 2014
[j8]Fernando Sánchez Lasheras, P. J. García Nieto, Francisco Javier de Cos Juez
, J. A. Vilán Vilán:
Evolutionary support vector regression algorithm applied to the prediction of the thickness of the chromium layer in a hard chromium plating process. Appl. Math. Comput. 227: 164-170 (2014)- 2013
- [j7]J. J. del Coz Díaz, P. J. García Nieto, J. A. Vilán Vilán, F. P. Álvarez Rabanal, A. Navarro-Manso, M. Alonso-Martínez:
Nonlinear analysis of the pressure field in industrial buildings with curved metallic roofs due to the wind effect by FEM. Appl. Math. Comput. 221: 202-213 (2013) - 2011
- [j6]J. J. del Coz Díaz, P. J. García Nieto, J. A. Vilán Vilán, J. L. Suárez Sierra:
Non-linear analysis and calculation of the performance of a shelving protection system by FEM. Appl. Math. Comput. 218(6): 2365-2376 (2011) - 2010
- [j5]J. J. del Coz Díaz, P. J. García Nieto, J. A. Vilán Vilán, J. L. Suárez Sierra:
Non-linear buckling analysis of a self-weighted metallic roof by FEM. Math. Comput. Model. 51(3-4): 216-228 (2010) - [j4]Fernando Sánchez Lasheras, J. A. Vilán Vilán, P. J. García Nieto, J. J. del Coz Díaz:
The use of design of experiments to improve a neural network model in order to predict the thickness of the chromium layer in a hard chromium plating process. Math. Comput. Model. 52(7-8): 1169-1176 (2010)
2000 – 2009
- 2009
- [j3]P. J. García Nieto, J. A. Vilán Vilán, J. J. del Coz Díaz, José M. Matías:
Analysis and study of an automobile rear seat by FEM. Int. J. Comput. Math. 86(4): 640-664 (2009) - 2007
- [j2]J. J. del Coz Díaz, L. Peñalver Lamarca, P. J. García Nieto, Alfonso Lozano Martínez-Luengas, J. A. Vilán Vilán:
Non-linear analysis of a reinforced concrete sheet cover (umbrella) of 40m diameter by the finite element method. Appl. Math. Comput. 184(1): 37-51 (2007) - [j1]Juan José del Coz Díaz, P. J. García Nieto, J. A. Vilán Vilán, A. Martín Rodríguez, Jose Ramon Prado Tamargo, Alfonso Lozano Martínez-Luengas:
Non-linear analysis and warping of tubular pipe conveyors by the finite element method. Math. Comput. Model. 46(1-2): 95-108 (2007)
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