Henrique Lorenzo
Henrique Lorenzo
University of Vigo
No hay ninguna dirección de correo electrónico verificada.
TítuloCitado porAño
Control of structural problems in cultural heritage monuments using close-range photogrammetry and computer methods
P Arias, J Herraez, H Lorenzo, C Ordonez
Computers & structures 83 (21-22), 1754-1766, 2005
1312005
Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics
I Lubowiecka, J Armesto, P Arias, H Lorenzo
Engineering Structures 31 (11), 2667-2676, 2009
1212009
Digital photogrammetry, GPR and computational analysis of structural damages in a mediaeval bridge
P Arias, J Armesto, D Di-Capua, R González-Drigo, H Lorenzo, ...
Engineering Failure Analysis 14 (8), 1444-1457, 2007
982007
Modelling masonry arches shape using terrestrial laser scanning data and nonparametric methods
J Armesto, J Roca-Pardiñas, H Lorenzo, P Arias
Engineering Structures 32 (2), 607-615, 2010
882010
Resolution of GPR bowtie antennas: An experimental approach
FI Rial, M Pereira, H Lorenzo, P Arias, A Novo
Journal of Applied geophysics 67 (4), 367-373, 2009
73*2009
Low-cost documentation of traditional agro-industrial buildings by close-range photogrammetry
P Arias, C Ordóñez, H Lorenzo, J Herraez, J Armesto
Building and environment 42 (4), 1817-1827, 2007
602007
Methods for documenting historical agro-industrial buildings: a comparative study and a simple photogrammetric method
P Arias, C Ordóñez, H Lorenzo, J Herraez
Journal of Cultural Heritage 7 (4), 350-354, 2006
562006
Cyclical evolution of a modern transgressive sand barrier in Northwestern Spain elucidated by GPR and aerial photos
S Costas, I Alejo, F Rial, H Lorenzo, MA Nombela
Journal of sedimentary Research 76 (9), 1077-1092, 2006
522006
Ground-penetrating radar for the structural evaluation of masonry bridges: Results and interpretational tools
M Solla, H Lorenzo, FI Rial, A Novo
Construction and Building Materials 29, 458-465, 2012
502012
Non-destructive methodologies in the assessment of the masonry arch bridge of Traba, Spain
M Solla, H Lorenzo, B Riveiro, FI Rial
Engineering Failure Analysis 18 (3), 828-835, 2011
452011
From laser point clouds to surfaces: Statistical nonparametric methods for three-dimensional reconstruction
J Roca-Pardiñas, H Lorenzo, P Arias, J Armesto
Computer-Aided Design 40 (5), 646-652, 2008
452008
3D modeling and section properties of ancient irregular timber structures by means of digital photogrammetry
P Arias, J Carlos Caamaño, H Lorenzo, J Armesto
Computer‐Aided Civil and Infrastructure Engineering 22 (8), 597-611, 2007
452007
3D GPR in forensics: finding a clandestine grave in a mountainous environment
A Novo, H Lorenzo, FI Rial, M Solla
Forensic Science International 204 (1-3), 134-138, 2011
432011
3D GPR in archaeology: what can be gained from dense data acquisition and processing
A Novo, M Grasmueck, D Viggiano, H Lorenzo
12th international conference on ground penetrating radar 16, 19, 2008
422008
GPR signal characterization for automated landmine and UXO detection based on machine learning techniques
X Núñez-Nieto, M Solla, P Gómez-Pérez, H Lorenzo
Remote sensing 6 (10), 9729-9748, 2014
402014
GPR evaluation of the Roman masonry arch bridge of Lugo (Spain)
M Solla, H Lorenzo, FI Rial, A Novo
NDT & E International 44 (1), 8-12, 2011
392011
Selected radar images of man‐made underground galleries
H Lorenzo, MC Hernandez, V Cuellar
Archaeological Prospection 9 (1), 1-7, 2002
392002
Three‐dimensional ground‐penetrating radar strategies over an indoor archaeological site: Convent of Santo Domingo (Lugo, Spain)
A Novo, H Lorenzo, FI Rial, M Solla
Archaeological Prospection 17 (4), 213-222, 2010
37*2010
Forestry applications of ground-penetrating radar
H Lorenzo, V Pérez-Gracia, A Novo, J Armesto
Forest Systems 19 (1), 5-17, 2010
352010
Monitoring and assessing structural damage in historic buildings
J Armesto, P Arias, J Roca, H Lorenzo
The Photogrammetric Record 23 (121), 36-50, 2008
312008
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20