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Title Issue Date
On the application of the beam model for linear dynamic analysis of pile and suction caisson foundations for offshore wind turbines Álamo Meneses, Guillermo Manuel ; Rodríguez Bordón, Jacob David ; Aznárez González, Juan José Issued date: 2021 DOI: 10.1016/j.compgeo.2021.104107 Source: Computers and Geotechnics [ISSN 0266-352X], v. 134, 104107, (Junio 2021) SJR: 2,217 - Q1 JCR: 3,818 - Q1 Artículo
Influence of soil non-homogeneity on the base shear force of piled structures subjected to harmonic seismic waves Medina, Cristina ; Álamo Meneses, Guillermo Manuel ; Aznárez González, Juan José ; Padron, Luis A. ; Maeso, Orlando F. Issued date: 2020 DOI: 10.1016/j.engstruct.2020.110658 Source: Engineering Structures [ISSN 0141-0296], v. 215, 110658, (Julio 2020) SJR: 1,595 - Q1 JCR: 3,548 - Q1 Artículo
Equivalent linear model for the lateral dynamic analysis of pile foundations considering pile-soil interface degradation González Pérez, Francisco ; Padron, Luis A. ; Aznarez, Juan J. ; Maeso, Orlando Issued date: 2020 DOI: 10.1016/j.enganabound.2020.07.006 Source: Engineering Analysis with Boundary Elements [ISSN 0955-7997], v. 119, p. 59-73, (Octubre 2020) SJR: 0,91 - Q1 JCR: 2,884 - Q1 Artículo
Simple approach for including foundation–soil–foundation interaction in the static stiffnesses of multi-element shallow foundations Rodríguez Bordón, Jacob David ; Aznárez, Juan José ; Maeso, Orlando ; Bhattacharya, Subhamoy Issued date: 2020 DOI: 10.1680/jgeot.19.P.005 Source: Geotechnique [ISSN 0016-8505], p. 1-14 SJR: 2,408 - Q1 JCR: 3,83 - Q1 Artículo
Benefits of inclined pile foundations in earthquake resistant design of bridges González, Francisco; Carbonari, Sandro; Padrón, Luis A. ; Morici, Michele; Aznárez, Juan J. , et al Issued date: 2020 DOI: 10.1016/j.engstruct.2019.109873 Source: Engineering Structures [ISSN 0141-0296], v. 203 (109873) SJR: 1,595 - Q1 JCR: 3,548 - Q1 Artículo
Computation of pile kinematic bending moments in non-homogeneous soil profiles. Testing the validity of a simplified Vs30-equivalent homogeneous medium Álamo Meneses, Guillermo M. ; Aznárez González, Juan J. ; Padrón Hernández, Luis A. ; Maeso Fortuny, Orlando Issued date: 2020 DOI: 10.1016/j.soildyn.2020.106062 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 131, 106062 SJR: 1,194 - Q1 JCR: 2,637 - Q2 Artículo
Closed-form stiffnesses of multi-bucket foundations for OWT including group effect correction factors Bordón, J. D.R. ; Aznárez, J. J. ; Padrón, L. A. ; Maeso, O. ; Bhattacharya, S. Issued date: 2019 DOI: 10.1016/j.marstruc.2019.01.008 Source: Marine Structures[ISSN 0951-8339],v. 65, p. 326-342 SJR: 1,322 - Q1 JCR: 2,708 - Q1 Artículo
Variations in the dynamic response of structures founded on piles induced by obliquely incident SV waves Medina, Cristina ; Álamo, Guillermo M. ; Aznarez, Juan J. ; Padron, Luis A. ; Maeso, Orlando Issued date: 2019 DOI: 10.1002/eqe.3160 Source: Earthquake Engineering & Structural Dynamics[ISSN 0098-8847],v. 48 (7), p. 772-791 SJR: 2,204 - Q1 JCR: 3,414 - Q1 Artículo
Importance of Using Accurate Soil Profiles for the Estimation of Pile Kinematic Input Factors Álamo Meneses, Guillermo Manuel ; Aznarez, Juan J. ; Padron, Luis A. ; Martinez-Castro, Alejandro E.; Maeso, Orlando Issued date: 2019 DOI: 10.1061/(ASCE)GT.1943-5606.0002075 Source: Journal Of Geotechnical And Geoenvironmental Engineering[ISSN 1090-0241],v. 145 (8) SJR: 2,254 - Q1 JCR: 2,714 - Q2 Artículo
The effectiveness of a pile barrier for vibration transmission in a soil stratum over a rigid bedrock Álamo, Guillermo M. ; Bordón, Jacob D.R. ; Aznarez, Juan J. ; Lombaert, Geert Issued date: 2019 DOI: 10.1016/j.compgeo.2019.02.022 Source: Computers And Geotechnics[ISSN 0266-352X],v. 110, p. 274-286 SJR: 2,217 - Q1 JCR: 3,818 - Q1 Artículo
Numerical integration scheme for singular integrals based on polar coordinates free from angular quasi-singularities Bordón, J. D.R. ; Aznárez, J. J. ; Maeso, O. Issued date: 2019 DOI: 10.1016/j.enganabound.2019.03.010 Source: Engineering Analysis With Boundary Elements[ISSN 0955-7997],v. 103, p. 126-136 SJR: 0,91 - Q1 JCR: 2,884 - Q1 Artículo
Application of regression models for the estimation of the flexible-base period of pile-supported structures in continuously inhomogeneous soils Medina, C. ; Alamo, G. M. ; Padrón, L. A. ; Aznárez, J. J. ; Maeso, O. Issued date: 2019 DOI: 10.1016/j.engstruct.2019.03.112 Source: Engineering Structures[ISSN 0141-0296],v. 190, p. 76-89 SJR: 1,595 - Q1 JCR: 3,548 - Q1 Artículo
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation González, Francisco ; Padrón, Luis A. ; Carbonari, Sandro; Morici, Michele; Aznárez, Juan J. , et al Issued date: 2019 DOI: 10.1002/eqe.3137 Source: Earthquake Engineering and Structural Dynamics [ISSN 0098-8847], v. 48 (3), p. 306-327 SJR: 2,204 - Q1 JCR: 3,414 - Q1 Artículo
Fitting procedure based on Differential Evolution to evaluate impedance parameters of metal–coating systems González, Francisco; Greiner, David ; Mena, Vicente ; Souto, Ricardo M.; Santana, Juan J. , et al Issued date: 2019 DOI: 10.1108/EC-11-2018-0513 Source: Engineering Computations (Swansea, Wales)[ISSN 0264-4401],v. 36 (9), p. 2960-2982 SJR: 0,331 - Q2 JCR: 1,322 - Q3 Artículo
Comparison between models for the evaluation of the seismic response of offshore wind turbines on deep foundations Álamo Meneses, Guillermo Manuel ; Rodríguez Bordón, Jacob David ; Padrón Hernández, Luis Alberto ; Aznárez González, Juan José ; Maeso Fortuny, Orlando Fco Issued date: 2019 DOI: 10.7712/120119.7049.19799 Source: 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019 / M. Papadrakakis, M. Fragiadakis (eds.), p. 1957-1967 Actas de congresos
Dynamic soil-structure interaction in offshore wind turbines on monopiles in layered seabed based on real data Álamo, Guillermo M. ; Aznárez, Juan J. ; Padrón, Luis A. ; Martinez-Castro, Alejandro E.; Gallego, Rafael, et al Issued date: 2018 DOI: 10.1016/j.oceaneng.2018.02.059 Source: Ocean Engineering[ISSN 0029-8018],v. 156, p. 14-24 SJR: 1,28 - Q1 JCR: 2,73 - Q1 Artículo
Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: Formulation and setting of a Winkler approach Álamo, Guillermo M. ; Bordón, Jacob D.R. ; Aznárez, Juan J. ; Maeso, Orlando Issued date: 2018 DOI: 10.1016/j.apm.2018.01.025 Source: Applied Mathematical Modelling[ISSN 0307-904X],v. 59, p. 1-19 SJR: 0,873 - Q1 JCR: 2,841 - Q1 Artículo
A criterion to assess the relevance of structural flexibility on the seismic response of large buried structures Santana, Ariel ; Aznárez, Juan J. ; Padrón, Luis A. ; Maeso, Orlando Issued date: 2018 DOI: 10.1016/j.soildyn.2017.12.026 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 106, p. 243-253 SJR: 1,359 - Q1 JCR: 2,578 - Q2 Artículo
Shape optimized inclined single and double wall wave barriers for ground vibration mitigation Bordón, J. D.R. ; Van hoorickx, C.; Aznárez, J. J. ; Schevenels, M.; Maeso, O. , et al Issued date: 2018 DOI: 10.1016/j.soildyn.2018.04.035 Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 112, p. 215-231 SJR: 1,359 - Q1 JCR: 2,578 - Q2 Artículo
A proposal for normalized impedance functions of inclined piles in non-homogeneous media Álamo, Guillermo M. ; Martínez-Castro, Alejandro E.; Padrón, Luis A. ; Aznárez, Juan J. ; Gallego, Rafael, et al Issued date: 2017 DOI: 10.1016/j.proeng.2017.09.160 Source: Procedia Engineering [ISSN 1877-7058], v. 199, p. 86-91 Actas de congresos

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