Padrón Hernández, Luis Alberto

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Title Issue Date
BEM-FEM coupling model for the dynamic analysis of piles and pile groups Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. Issued date: 2007 DOI: 10.1016/j.enganabound.2006.11.001 Source: Engineering Analysis with Boundary Elements[ISSN 0955-7997],v. 31, p. 473-484 JCR: 0,936 - Q2 SCIE Artículo
Dynamic analysis of piled foundations in stratified soils by a BEM-FEM model Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. Issued date: 2008 DOI: 10.1016/j.soildyn.2007.07.005 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 28, p. 333-346 JCR: 1,182 - Q1 SCIE Artículo
Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. Issued date: 2009 DOI: 10.1016/j.soildyn.2009.01.001 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 29, p. 1084-1096 JCR: 1,34 - Q1 SCIE Artículo
Importance of footing-soil separation on dynamic stiffness of piled embedded footings Padrón, L. A. ; Mylonakis, George; Beskos, Dimitrios E. Issued date: 2009 DOI: 10.1002/nag.782 Source: International Journal for Numerical and Analytical Methods in Geomechanics[ISSN 0363-9061],v. 33, p. 1439-1448 JCR: 1,301 - Q2 SCIE Artículo
Dynamic stiffness of deep foundations with inclined piles Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. ; Santana, A. Issued date: 2010 DOI: 10.1002/eqe.1000 Source: Earthquake Engineering and Structural Dynamics [ISSN 0098-8847], v. 39 (12), p. 1343-1367 JCR: 1,403 - Q1 SCIE Artículo
3-D Boundary element-finite element method for the dynamic analysis of piled buildings Padrón Hernández, Luis Alberto ; Aznárez González, Juan José ; Maeso Fortuny, Orlando Fco Issued date: 2011 DOI: 10.1016/j.enganabound.2010.09.006 Source: Engineering Analysis with Boundary Elements [ISSN 0955-7997], v. 35 (3), p. 465-477, (Marzo 2011) SJR: 1,026 - Q1 JCR: 1,451 - Q1 SCIE Artículo
Impedance functions of end-bearing inclined piles Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. ; Saitoh, Masato Issued date: 2012 DOI: 10.1016/j.soildyn.2012.01.010 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 38, p. 97-108 SJR: 1,358 - Q1 JCR: 1,276 - Q1 SCIE Artículo
Simple superposition approach for dynamic analysis of piled embedded footings Padrón, L. A. ; Mylonakis, George; Beskos, Dimitrios E. Issued date: 2012 DOI: 10.1002/nag.1072 Source: International Journal for Numerical and Analytical Methods in Geomechanics [ISSN 0363-9061], v. 36 (12), p. 1523-1534 SJR: 1,068 - Q1 JCR: 1,055 - Q2 SCIE Artículo
Effects of soil-structure interaction on the dynamic properties and seismic response of piled structures. Medina, Cristina ; Aznárez, Juan J. ; Padrón, Luis A. ; Maeso, Orlando Issued date: 2013 DOI: 10.1016/j.soildyn.2013.07.004 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 53, p. 160-175 SJR: 1,467 - Q1 JCR: 1,302 - Q2 SCIE Artículo
On soil-structurae interaction in large non-slender partially buried structures Vega, Jaime; Aznárez González, Juan José ; Santana Naranjo, Ariel ; Alarcón Álvarez, Enrique; Pérez González, Juan José, et al Issued date: 2013 DOI: 10.1007/s10518-013-9433-8 Source: Bulletin of Earthquake Engineering [ISSN 1570-761X], v. 11 (5), p. 1403-1421, (2013) JCR: 1,368 - Q2 SCIE Artículo
The different response of apparently identical structures: a far-field lesson from the Mirandola 20th May 2012 earthquake Castellaro, Silvia; Padrón, Luis Alberto ; Mulargia, Francesco Issued date: 2014 DOI: 10.1007/s10518-013-9505-9 Source: Bulletin of Earthquake Engineering[ISSN 1570-761X],v. 12, p. 2481-2493 JCR: 1,884 - Q1 SCIE Artículo
Kinematic interaction factors of deep foundations with inclined piles. Medina, Cristina ; Padrón, Luis A. ; Aznárez, Juan J. ; Santana, Ariel ; Maeso, Orlando Issued date: 2014 DOI: 10.1002/eqe.2435 Source: Earthquake Engineering and Structural Dynamics[ISSN 0098-8847],v. 43, p. 2035-2050 SJR: 3,046 - Q1 JCR: 2,305 - Q1 SCIE Artículo
Influences of type of wave and angle of incidence on seismic bending moments in pile foundations Zarzalejos Familiar, José María; Aznárez González, Juan José ; Padrón Hernández, Luis A. ; Maeso, Orlando Issued date: 2014 DOI: 10.1002/eqe.2330 Source: Earthquake Engineering and Structural Dynamics [ISSN 0098-8847], v. 43 (1), p. 41-59 SJR: 3,046 - Q1 JCR: 2,305 - Q1 SCIE Artículo
Multi-building interactions and site-city effect: an idealized experimental model Schwan, Logan; Boutin, Claude; Dietz, Matthew; Padron, Luis ; Bard, Pierre Yves, et al Issued date: 2015 DOI: 10.1007/978-3-319-10136-1_28 Source: Geotechnical, Geological and Earthquake Engineering[ISSN 1573-6059],v. 35, p. 459-476 SJR: 0,164 - Q3 Comentario
Pilotes inclinados: Situación normativa y ventajas e inconvenientes de su uso en proyectos de edificación en zonas con riesgo sísmico Padrón Hernández, Luis Alberto ; Medina López, Cristina ; Álamo Meneses, Guillermo Manuel ; Aznárez González, Juan José ; Santana Naranjo, Ariel , et al Issued date: 2015 Source: Comunicaciones presentadas al XIX Congreso Internacional de Ingeniería de Proyectos: celebrado en Granada el 15, 16 y 17 de julio de 2015, p. 111-0 Artículo
Kinematic internal forces in deep foundations with inclined piles Padrón, Luis Alberto ; Suárez, Adrián ; Aznárez, Juan J. ; Maeso, Orlando Issued date: 2015 DOI: 10.1002/eqe.2559 Source: Earthquake Engineering and Structural Dynamics[ISSN 0098-8847],v. 44, p. 2129-2135 SJR: 2,771 - Q1 JCR: 2,127 - Q1 SCIE Artículo
Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely incident seismic shear waves Álamo Meneses, Guillermo Manuel ; Padrón Hernández, Luis A. ; Aznárez González, Juan José ; Maeso, Orlando Issued date: 2015 DOI: 10.1016/j.soildyn.2015.07.013 Source: Soil Dynamics and Earthquake Engineering [ISSN 0267-7261], v. 78, p. 142-153 SJR: 1,395 - Q1 JCR: 1,481 - Q2 SCIE Artículo
Change in modal parameters of cracked single-edge notched plain concrete Beams Padrón Hernández, Luis Alberto ; Aznárez González, Juan José ; Cifuentes Bulté, Héctor; Medina Encina, Fernando Issued date: 2015 Source: Journal of Vibration Engineering & Technologies [ISSN 2523-3920], v. 3 (3), p. 253-265 SJR: 0,148 - Q4 JCR: 0,098 - Q4 Artículo
Influence of pile inclination angle on the dynamic properties and seismic response of piled structures. Medina, Cristina ; Padrón, Luis A. ; Aznárez, Juan J. ; Maeso, Orlando Issued date: 2015 DOI: 10.1016/j.soildyn.2014.10.027 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 69, p. 196-206 SJR: 1,395 - Q1 JCR: 1,481 - Q2 SCIE Artículo
Efficient numerical model for the computation of impedance functions of inclined pile groups in layered soils Álamo, Guillermo M. ; Martínez-Castro, Alejandro E.; Padrón, Luis A. ; Aznárez, Juan J. ; Gallego, Rafael, et al Issued date: 2016 DOI: 10.1016/j.engstruct.2016.07.047 Source: Engineering Structures[ISSN 0141-0296],v. 126, p. 379-390 SJR: 1,578 - Q1 JCR: 2,258 - Q1 SCIE Artículo