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Issue DateTitleAuthor(s)
2014Seismic response of deep foundations and piled structures considering inclined pilesMedina, Cristina ; Aznárez, Juan J. ; Padrón, Luis A. ; Maeso, Orlando seismic response.pdf.jpg
2014Kinematic interaction factors of deep foundations with inclined piles.Medina, Cristina ; Padrón, Luis A. ; Aznárez, Juan J. ; Santana, Ariel ; Maeso, Orlando Medina_kinematic.pdf.jpg
2014Influences of type of wave and angle of incidence on seismic bending moments in pile foundationsZarzalejos Familiar, José María; Aznárez González, Juan José ; Padrón Hernández, Luis A. ; Maeso, Orlando Zarzalejos_influence_type.pdf.jpg
2015Kinematic internal forces in deep foundations with inclined pilesPadrón, Luis Alberto ; Suárez, Adrián ; Aznárez, Juan J. ; Maeso, Orlando Kinematic_internal_forces_in_deep_doundations_with_inclined_piles.pdf.jpg
2015Multi-building interactions and site-city effect: an idealized experimental modelSchwan, Logan; Boutin, Claude; Dietz, Matthew; Padron, Luis ; Bard, Pierre Yves; Ibraim, Erdin; Maeso, Orlando ; Aznárez, Juan J. ; Taylor, ColinMulti_building.pdf.jpg
2015Inclined piles: regulatory framework and advantages and drawbacks of its use in building projects in seismically active regionsPadrón Hernández, Luis Alberto ; Medina López, Cristina ; Álamo Meneses, Guillermo Manuel ; Aznárez González, Juan José ; Santana Naranjo, Ariel ; Maeso, Orlando ; García del Pino, Fidel ; Chirino, Francisco Pilotes_incluinados_situacion_normativa_ventajas.pdf.jpg
2015Respuesta sísmica de estructuras de edificación cimentadas sobre pilotes inclinadosMedina López, Cristina ; Padrón Hernández, Luis Alberto ; Aznárez, Juan J. ; Maeso, Orlando CMN_2015_submission_237.pdf.jpg
2015Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely incident seismic shear wavesÁlamo Meneses, Guillermo Manuel ; Padrón Hernández, Luis A. ; Aznárez González, Juan José ; Maeso, Orlando Alamo_Structure.pdf.jpg
2015Influence of pile inclination angle on the dynamic properties and seismic response of piled structures.Medina, Cristina ; Padrón, Luis A. ; Aznárez, Juan J. ; Maeso, Orlando Medina_influence.pdf.jpg
2015Change in modal parameters of cracked single-edge notched plain concrete BeamsPadrón Hernández, Luis Alberto ; Aznárez González, Juan José ; Cifuentes Bulté, Héctor; Medina Encina, FernandoPadron_Hernandez_change_modal.pdf.jpg
2016Efficient numerical model for the computation of impedance functions of inclined pile groups in layered soilsÁlamo, Guillermo M. ; Martínez-Castro, Alejandro E.; Padrón, Luis A. ; Aznárez, Juan J. ; Gallego, Rafael; Maeso, Orlando 
2016Expanded superposition method for impedance functions of inclined-pile groupsSaitoh, M.; Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. ; Goit, C. S.
2016Dynamic response of real offshore wind turbines on monopiles in stratified seabedÁlamo, Guillermo M. ; Aznárez, Juan J. ; Padrón, Luis A. ; Martínez-Castro, Alejandro E.; Gallego, Rafael; Maeso, Orlando 
2016Site-city interaction: Theoretical, numerical and experimental crossed-analysisSchwan, L.; Boutin, C.; Padrón, L. A. ; Dietz, M.S.; Bard, P.-Y.; Taylor, C.Site_city_interaction.pdf.jpg
2016Relevance of the incidence angle of the seismic waves on the dynamic response of arch damsGarcía, F. ; Aznárez, J. J. ; Padrón, L. A. ; Maeso, O. 
2016A BEM–FEM model for the dynamic analysis of building structures founded on viscoelastic or poroelastic soilsSantana Naranjo, Ariel ; Aznárez González, Juan José ; Padrón Hernández, Luis A. ; Maeso, Orlando Santana_BemFEM_model.pdf.jpg
2017Influence of modelling hollow piles with solid piles on the dynamic behaviour of pile foundationsMedina López, Cristina ; Aznárez González, Juan José ; Padrón Hernández, Luis Alberto ; Maeso Fortuny, Orlando Fco 
2017Influencia del ángulo de incidencia de las ondas SH sobre el amortiguamiento efectivo de estructuras pilotadasMedina López, Cristina ; Aznárez González, Juan José ; Padrón Hernández, Luis Alberto ; Maeso Fortuny, Orlando Fco 
2017Implementation of the consistent lumped-parameter model for the computation of the seismic response of nonlinear piled structuresGonzález Pérez, F. ; Padrón, Luis A. ; Aznárez, Juan J. ; Maeso, Orlando Implementation_consistent_lumped.pdf.jpg
2017Observations on the influence of soil profile on the seismic kinematic bending moments of offshore wind turbine monopilesHerrera, Javier; Aznárez, Juan J. ; Padrón, Luis A. ; Maeso, Orlando Observations_influence_soil.pdf.jpg