Publicaciones

Type

14 artículo
2 tesis doctoral

By researcher

By affiliation

Title Issue Date
Implementation of ANN-based models to assist in the analysis and design of jacket foundations structures for offshore wind turbines Quevedo Reina, Román Advisor: Aznárez González, Juan José ; Álamo Meneses, Guillermo Manuel Issued date: 2024 Tesis doctoral
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: 1,694 - Q1 JCR: 5,218 - Q1 SCIE MIAR ICDS: 11,0 Artículo
Numerical model for the dynamic and seismic analysis of pile-supported structures with a meshless integral representation of the layered soil Álamo, Guillermo M. ; Padrón, Luis A. ; Aznárez, Juan J. ; Maeso, Orlando Issued date: 2021 DOI: 10.1007/s10518-021-01287-7 Source: Bulletin of Earthquake Engineering [ISSN 1570-761X], (Enero 2021) SJR: 1,332 - Q1 JCR: 4,556 - Q1 SCIE MIAR ICDS: 10,8 Artículo
Evolution of the seismic response of monopile-supported offshore wind turbines of increasing size from 5 to 15 mw including dynamic soil-structure interaction Medina López, Cristina ; Álamo Meneses, Guillermo Manuel ; Quevedo Reina, Román Issued date: 2021 DOI: 10.3390/jmse9111285 Source: Journal of Marine Science and Engineering [ISSN 2077-1312], v. 9 (11), 1285, (Noviembre 2021) SJR: 0,542 - Q2 JCR: 2,744 - Q1 SCIE MIAR ICDS: 10,4 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: 2021 DOI: 10.1680/jgeot.19.P.005 Source: Geotechnique [ISSN 0016-8505], v. 71 (8), p. 686-699, (Agosto 2021) SJR: 2,344 - Q1 JCR: 5,554 - Q1 SCIE 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, (Abril 2020) SJR: 1,444 - Q1 JCR: 3,718 - Q2 SCIE Artículo
Advances in the numerical modelling of nonlinearities in dynamic soil-structure interaction problems González Pérez, Francisco Advisor: Padrón Hernández, Luis Alberto Issued date: 2020 Tesis doctoral
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: 1,567 - Q1 JCR: 4,471 - Q1 SCIE Artículo
Benefits of inclined pile foundations in earthquake resistant design of bridges González Pérez, 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), (Enero 2020) SJR: 1,567 - Q1 JCR: 4,471 - Q1 SCIE 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), (Agosto 2019) SJR: 2,254 - Q1 JCR: 2,714 - Q2 SCIE 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, (Mayo 2019) SJR: 1,322 - Q1 JCR: 2,708 - Q1 SCIE 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 SCIE 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 and Structural Dynamics [ISSN 0098-8847], v. 48 (7), p. 772-791, (Junio 2019) SJR: 2,204 - Q1 JCR: 3,414 - Q1 SCIE 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, (Junio 2019) SJR: 2,217 - Q1 JCR: 3,818 - Q1 SCIE 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 SCIE 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 SCIE Artículo