JOSE CARLOS
CAAMAÑO MARTINEZ
TITULAR DE UNIVERSIDADE - TEMPO COMPLETO
MANUEL
CABALEIRO NUÑEZ
TITULAR DE UNIVERSIDADE - TEMPO COMPLETO
Publicacións nas que colabora con MANUEL CABALEIRO NUÑEZ (16)
2024
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Analysis of the Mechanical Behaviour of an Innovative Removable Clamps-Based Connection System for Steel Square and Rectangular Profiles
International Journal of Civil Engineering, Vol. 22, Núm. 4, pp. 581-596
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Problemas de estruturas de barras, 50 Exercicios resoltos paso a paso
Servizo de Publicacións
2021
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Analytical model for the fatigue analysis of steel joints by clamps according to the lever length
Materials, Vol. 14, Núm. 24
2020
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Analysis of steel connections with girder clamps according to the bolts preload
Journal of Constructional Steel Research, Vol. 168
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Hbim application to historical steel structures: The case study of lapela bridge
World Congress on Civil, Structural, and Environmental Engineering
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Two-dimensional models of variable inertia from LiDAR data for structural analysis of timber trusses
Construction and Building Materials, Vol. 231
2019
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Uncertainty sources in the structural assessment of masonry arch bridges: A case study of a single-span stone arch bridge
IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report
2018
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Analysis of the shear behavior of structural metal joints based on the use of girder clamps
Proceedings of the 1st Iberic Conference on Theoretical and Experimental Mechanics and Materials 11th National Congress on Experimental Mechanics (Porto/Portugal, 4-7 November 2018): TEMM2018 CNME2018 (INEGI-Instituto de Ciência e Inovação em Engenharia Mecânica e Gestão Industrial), pp. 705-710
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Automated calibration of fem models using LiDAR point clouds
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences - ISPRS Archives
2017
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Analytical T-stub model for the analysis of clamps in structural metal joints
Journal of Constructional Steel Research, Vol. 130, pp. 138-147
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Automated processing of dense points clouds to automatically determine deformations in highly irregular timber structures
Construction and Building Materials, Vol. 146, pp. 393-402
2016
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Algorithm for the analysis of deformations and stresses due to torsion in a metal beam from LIDAR data
Structural Control and Health Monitoring, Vol. 23, Núm. 7, pp. 1032-1046
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Algorithm for the analysis of the geometric properties of cross-sections of timber beams with lack of material from LIDAR data
Materials and Structures/Materiaux et Constructions, Vol. 49, Núm. 10, pp. 4265-4278
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Metallic industrial structures. As-built and structural calculation
Non-Destructive Techniques for the Evaluation of Structures and Infrastructure (CRC Press), pp. 303-316
2015
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Algorithm for beam deformation modeling from LiDAR data
Measurement: Journal of the International Measurement Confederation, Vol. 76, pp. 20-31
2014
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Automatic 3D modelling of metal frame connections from LiDAR data for structural engineering purposes
ISPRS Journal of Photogrammetry and Remote Sensing, Vol. 96, pp. 47-56