Results 1-20 of 77 (Search time: 0.007 seconds).

Issue DateTitleAuthor(s)
12020Computation of pile kinematic bending moments in non-homogeneous soil profiles. Testing the validity of a simplified Vs30-equivalent homogeneous mediumÁlamo Meneses, Guillermo M. ; Aznárez González, Juan J. ; Padrón Hernández, Luis A. ; Maeso Fortuny, Orlando 
22020Benefits of inclined pile foundations in earthquake resistant design of bridgesGonzález, Francisco ; Carbonari, Sandro; Padrón, Luis A. ; Morici, Michele; Aznárez, Juan J. ; Dezi, Francesca; Maeso, Orlando ; Leoni, Graziano
32019Closed-form stiffnesses of multi-bucket foundations for OWT including group effect correction factorsBordón, J. D.R. ; Aznárez, J. J. ; Padrón, L. A. ; Maeso, O. ; Bhattacharya, S.
42019Fitting procedure based on Differential Evolution to evaluate impedance parameters of metal–coating systemsGonzález, Francisco; Greiner, David ; Mena, Vicente ; Souto, Ricardo M.; Santana, Juan J. ; Aznárez, Juan J. 
52019The effectiveness of a pile barrier for vibration transmission in a soil stratum over a rigid bedrockÁlamo, Guillermo M. ; Bordón, Jacob D.R. ; Aznarez, Juan J. ; Lombaert, Geert
62019Variations in the dynamic response of structures founded on piles induced by obliquely incident SV wavesMedina, Cristina ; Álamo, Guillermo M. ; Aznarez, Juan J. ; Padron, Luis A. ; Maeso, Orlando 
72019Numerical integration scheme for singular integrals based on polar coordinates free from angular quasi-singularitiesBordón, J. D.R. ; Aznárez, J. J. ; Maeso, O. 
82019Application of regression models for the estimation of the flexible-base period of pile-supported structures in continuously inhomogeneous soilsMedina, C. ; Alamo, G. M. ; Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. 
92019Importance of Using Accurate Soil Profiles for the Estimation of Pile Kinematic Input FactorsÁlamo Meneses, Guillermo Manuel ; Aznarez, Juan J. ; Padron, Luis A. ; Martinez-Castro, Alejandro E.; Maeso, Orlando 
102019Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundationGonzález, Francisco ; Padrón, Luis A. ; Carbonari, Sandro; Morici, Michele; Aznárez, Juan J. ; Dezi, Francesca; Leoni, Graziano
112018Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: Formulation and setting of a Winkler approachÁlamo, Guillermo M. ; Bordón, Jacob D.R. ; Aznárez, Juan J. ; Maeso, Orlando 
122018Shape optimized inclined single and double wall wave barriers for ground vibration mitigationBordón, J. D.R. ; Van hoorickx, C.; Aznárez, J. J. ; Schevenels, M.; Maeso, O. ; Lombaert, G.
132018Dynamic soil-structure interaction in offshore wind turbines on monopiles in layered seabed based on real dataÁlamo, Guillermo M. ; Aznárez, Juan J. ; Padrón, Luis A. ; Martinez-Castro, Alejandro E.; Gallego, Rafael; Maeso, Orlando 
142018A criterion to assess the relevance of structural flexibility on the seismic response of large buried structuresSantana, Ariel ; Aznárez, Juan J. ; Padrón, Luis A. ; Maeso, Orlando 
152017Influence 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 
162017Influencia 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 
172017A proposal for normalized impedance functions of inclined piles in non-homogeneous mediaÁlamo, Guillermo M. ; Martínez-Castro, Alejandro E.; Padrón, Luis A. ; Aznárez, Juan J. ; Gallego, Rafael; Maeso, Orlando Proposal_normalized_impedance.pdf.jpg
182017Dynamic model of open shell structures buried in poroelastic soilsBordón, J. D.R. ; Aznárez, J. J. ; Maeso, O. 
192017Observations 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
202017Implementation 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