Multidisciplinary approach to the assessment of historic structures based on the case of a masonry bridge in Galicia (Spain)
暂无分享,去创建一个
Pedro Arias | Belén Riveiro | Izabela Lubowiecka | Mercedes Solla | B. Riveiro | P. Arias | I. Lubowiecka | M. Solla
[1] Fernando I. Rial,et al. GPR evaluation of the Roman masonry arch bridge of Lugo (Spain) , 2011 .
[2] Henrique Lorenzo,et al. Control of structural problems in cultural heritage monuments using close-range photogrammetry and computer methods , 2005 .
[3] Enzo Boschi,et al. Laser scanning the Garisenda and Asinelli towers in Bologna (Italy): Detailed deformation patterns of two ancient leaning buildings , 2011 .
[4] Roberto Scotta,et al. Shear behaviour of masonry panel: parametric FE analyses , 2004 .
[5] Michael Forde,et al. Sonic, electromagnetic and impulse radar investigation of stone masonry bridges , 1997 .
[6] Fernando I. Rial,et al. FEM modeling of structures based on close range digital photogrammetry , 2009 .
[7] M. Uschold,et al. Methods and applications , 1953 .
[8] Wilfried B. Krätzig,et al. Compliance-based structural damage measure and its sensitivity to uncertainties , 2005 .
[9] Farhad Samadzadegan,et al. Automatic 3D object recognition and reconstruction based on neuro-fuzzy modelling , 2005 .
[10] Michael Forde,et al. Using conductivity to determine the location of moisture in a masonry arch bridge , 2003 .
[11] Santiago Hernández,et al. Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 1: Global and local models , 2008, Adv. Eng. Softw..
[12] P. Arias,et al. Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics , 2009 .
[13] Donato Sabia,et al. Experimental identification of a multi-span masonry bridge: The Tanaro Bridge , 2008 .
[14] Antonella Saisi,et al. NDE of masonry structures: use of radar tests for the characterisation of stone masonries , 1998 .
[15] Henrique Lorenzo,et al. Digital photogrammetry, GPR and computational analysis of structural damages in a mediaeval bridge , 2007 .
[16] Michal Šejnoha,et al. Pragmatic multi-scale and multi-physics analysis of Charles Bridge in Prague , 2008 .
[17] G. I. Schuëller,et al. Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing , 2009 .
[18] Georgios E. Stavroulakis,et al. Influence of the geometry and the abutments movement on the collapse of stone arch bridges , 2008 .
[19] G. Frunzio,et al. 3D F.E.M. analysis of a Roman arch bridge , 2001 .
[20] Patrick Castéra,et al. Diagnosis and monitoring of timber buildings of cultural heritage , 2007 .
[21] Piotr Iwicki,et al. Stability of trusses with linear elastic side-supports , 2007 .
[22] Luigi Gambarotta,et al. Collapse analysis of masonry bridges taking into account arch–fill interaction , 2005 .
[23] K. Bathe. Finite Element Procedures , 1995 .
[24] Pedro Arias,et al. Comparative structural analyses of masonry bridges: An application to the Cernadela Bridge , 2011 .
[25] Georgios E. Stavroulakis,et al. Two non-linear finite element models developed for the assessment of failure of masonry arches , 2008 .
[26] Henrique Lorenzo,et al. Low-cost documentation of traditional agro-industrial buildings by close-range photogrammetry , 2007 .
[27] Jahau Lewis Chen,et al. A comparative study of design sensitivity analysis by using commercial finite element programs , 1994 .
[28] Thomas E. Boothby,et al. Three-dimensional modelling and full-scale testing of stone arch bridges , 2001 .
[29] Antonios Giannopoulos,et al. Numerical modelling and experimental verification of GPR to investigate ring separation in brick masonry arch bridges , 2008 .