Juan J. Aznárez

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Orlando MaesoProfessor, University of Las Palmas de Gran Canaria, SpainDirección de correo verificada de ulpgc.es
Guillermo M. ÁlamoUniversidad de Las Palmas de Gran Canaria (ULPGC)Dirección de correo verificada de ulpgc.es
David GreinerProfesor Titular de Universidad - SIANI - Universidad de Las Palmas de Gran Canaria (ULPGC)Dirección de correo verificada de ulpgc.es
Jacob David Rodríguez BordónAssistant Professor, Department of Civil Engineering, Universidad de Las Palmas de Gran CanariaDirección de correo verificada de ulpgc.es
José DomínguezUniversidad de sevillaDirección de correo verificada de us.es
GABRIEL WINTERUNIVERSIDAD DE LAS PALMAS DE GRAN CANARIADirección de correo verificada de ulpgc.es
Alejandro Enrique Martinez CastroUniversidad de GranadaDirección de correo verificada de ugr.es
Rafael GallegoUniversidad de GranadaDirección de correo verificada de ugr.es
Graziano LeoniProfessor of Structural Design, University of CamerinoDirección de correo verificada de unicam.it
Geert LombaertFull professor, Department of Civil Engineering, KU LeuvenDirección de correo verificada de bwk.kuleuven.be
RICARDO MANUEL SOUTO SUAREZCatedrático de Química Física, Universidad de La LagunaDirección de correo verificada de ull.es
Héctor Cifuentes BultéUniversidad de SevillaDirección de correo verificada de us.es
Juan José Santana RodríguezAssociate Professor of Chemical EngineeringDirección de correo verificada de ulpgc.es
Subhamoy BhattacharyaUniversity of SurreyDirección de correo verificada de surrey.ac.uk
Chandra S GoitAssistant Professor, Graduate School of Science and Engineering, Saitama UniversityDirección de correo verificada de kiban.civil.saitama-u.ac.jp
Mattias SchevenelsFull Professor, KU Leuven, BelgiumDirección de correo verificada de kuleuven.be

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Juan J. Aznárez

Ingeniero Industrial. Universidad de Las Palmas de Gran Canaria. España

Dirección de correo verificada de ulpgc.es

structural dynamics soil-structure interaction elastodynamics wave propagation boundary elements


Título Ordenar por citas Ordenar por año Ordenar por título	Citado por Citado por	Año
BEM–FEM coupling model for the dynamic analysis of piles and pile groups LA Padrón, JJ Aznárez, O Maeso Engineering Analysis with Boundary Elements 31 (6), 473-484, 2007	213	2007
Dynamic structure–soil–structure interaction between nearby piled buildings under seismic excitation by BEM–FEM model LA Padron, JJ Aznarez, O Maeso Soil dynamics and earthquake engineering 29 (6), 1084-1096, 2009	162	2009
Dynamic impedances of piles and groups of piles in saturated soils O Maeso, JJ Aznárez, F Garcı́a Computers & structures 83 (10-11), 769-782, 2005	161	2005
Dynamic analysis of piled foundations in stratified soils by a BEM–FEM model LA Padrón, JJ Aznárez, O Maeso Soil Dynamics and Earthquake Engineering 28 (5), 333-346, 2008	130	2008
Three‐dimensional models of reservoir sediment and effects on the seismic response of arch dams O Maeso, JJ Aznarez, J Dominguez Earthquake engineering & structural dynamics 33 (10), 1103-1123, 2004	84	2004
Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures C Medina, JJ Aznárez, LA Padrón, O Maeso Soil Dynamics and Earthquake Engineering 53, 160-175, 2013	82	2013
Effects of space distribution of excitation on seismic response of arch dams O Maeso, JJ Aznárez, J Domínguez Journal of Engineering Mechanics 128 (7), 759-768, 2002	80	2002
Dynamic stiffness of deep foundations with inclined piles LA Padrón, JJ Aznárez, O Maeso, A Santana Earthquake engineering & structural dynamics 39 (12), 1343-1367, 2010	76	2010
BE analysis of bottom sediments in dynamic fluid-structure interaction problems JJ Aznárez, O Maeso, J Domínguez Engineering Analysis with Boundary Elements 30 (2), 124-136, 2006	70	2006
Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely incident seismic shear waves GM Álamo, LA Padrón, JJ Aznárez, O Maeso Soil dynamics and earthquake engineering 78, 142-153, 2015	66	2015
3-D boundary element–finite element method for the dynamic analysis of piled buildings LA Padrón, JJ Aznárez, O Maeso Engineering analysis with boundary elements 35 (3), 465-477, 2011	64	2011
Single-and multi-objective shape design of Y-noise barriers using evolutionary computation and boundary elements D Greiner, JJ Aznárez, O Maeso, G Winter Advances in Engineering Software 41 (2), 368-378, 2010	58	2010
Efficient numerical model for the computation of impedance functions of inclined pile groups in layered soils GM Álamo, AE Martínez-Castro, LA Padrón, JJ Aznárez, R Gallego, ... Engineering Structures 126, 379-390, 2016	55	2016
Dynamic soil-structure interaction in offshore wind turbines on monopiles in layered seabed based on real data GM Álamo, JJ Aznárez, LA Padrón, AE Martínez-Castro, R Gallego, ... Ocean Engineering 156, 14-24, 2018	50	2018
Impedance functions of end-bearing inclined piles LA Padrón, JJ Aznárez, O Maeso, M Saitoh Soil dynamics and earthquake engineering 38, 97-108, 2012	49	2012
Kinematic interaction factors of deep foundations with inclined piles C Medina, LA Padrón, JJ Aznárez, A Santana, O Maeso Earthquake engineering & structural dynamics 43 (13), 2035-2050, 2014	38	2014
Influence of pile inclination angle on the dynamic properties and seismic response of piled structures C Medina, LA Padrón, JJ Aznárez, O Maeso Soil Dynamics and Earthquake Engineering 69, 196-206, 2015	37	2015
Optimization of thin noise barrier designs using Evolutionary Algorithms and a Dual BEM Formulation R Toledo, JJ Aznárez, O Maeso, D Greiner Journal of Sound and Vibration 334, 219-238, 2015	33	2015
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation F González, LA Padrón, S Carbonari, M Morici, JJ Aznárez, F Dezi, ... Earthquake Engineering & Structural Dynamics 48 (3), 306-327, 2019	31	2019
Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams F García, JJ Aznárez, LA Padrón, O Maeso Soil Dynamics and Earthquake Engineering 90, 442-453, 2016	31	2016

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