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Paper 9.7

Advanced nonlinear simulations of a masonry viaduct using a macroscale anisotropic model

B. Panto¹, S. Grosman², L. Macorini², B.A. Izzuddin², D.V. Oliveira³ and P.B. Lourenco³

¹Department of Engineering, Durham University, UK
²Department of Civil and Environmental Engineering, Imperial College London, UK
³Department of Civil Engineering, University of Minho, Portugal

doi:10.4203/ccc.3.9.7

B. Panto, S. Grosman, L. Macorini, B.A. Izzuddin, D.V. Oliveira, P.B. Lourenco, "Advanced nonlinear simulations of a masonry viaduct using a macroscale anisotropic model", in B.H.V. Topping, J. Kruis, (Editors), "Proceedings of the Fourteenth International Conference on Computational Structures Technology", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 3, Paper 9.7, 2022, doi:10.4203/ccc.3.9.7

Keywords: This paper presents the results of advanced numerical simulations on the 5-span Quebradas viaduct, located in the Douro valley, built at the beginning of the 20th century. The bridge structure has been analysed by nonlinear dynamic analysis to represent the response up to collapse under earthquake loading. The analyses are performed by adopting a novel macromodelling approach based on a recently developed macroscale anisotropic masonry model with embedded discontinuities..

Abstract

Finite Elements, macroscale models, multiscale approaches, nonlinear analyses, earthquake loading, time-history analyses, extreme environmental actions

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Front Page Browse CCC CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Conferences ISSN 2753-3239 CCC: 3 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and J. Kruis Paper 9.7 Advanced nonlinear simulations of a masonry viaduct using a macroscale anisotropic model B. Panto¹, S. Grosman², L. Macorini², B.A. Izzuddin², D.V. Oliveira³ and P.B. Lourenco³ ¹Department of Engineering, Durham University, UK ²Department of Civil and Environmental Engineering, Imperial College London, UK ³Department of Civil Engineering, University of Minho, Portugal doi:10.4203/ccc.3.9.7 Full Bibliographic Reference for this paper B. Panto, S. Grosman, L. Macorini, B.A. Izzuddin, D.V. Oliveira, P.B. Lourenco, "Advanced nonlinear simulations of a masonry viaduct using a macroscale anisotropic model", in B.H.V. Topping, J. Kruis, (Editors), "Proceedings of the Fourteenth International Conference on Computational Structures Technology", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 3, Paper 9.7, 2022, doi:10.4203/ccc.3.9.7 Keywords: This paper presents the results of advanced numerical simulations on the 5-span Quebradas viaduct, located in the Douro valley, built at the beginning of the 20th century. The bridge structure has been analysed by nonlinear dynamic analysis to represent the response up to collapse under earthquake loading. The analyses are performed by adopting a novel macromodelling approach based on a recently developed macroscale anisotropic masonry model with embedded discontinuities.. Abstract Finite Elements, macroscale models, multiscale approaches, nonlinear analyses, earthquake loading, time-history analyses, extreme environmental actions download the full-text of this paper (PDF, 8 pages, 735 Kb) go to the previous paper go to the next paper return to the table of contents return to the volume description
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