Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality
•A procedure for the development of the Digital Twin models for historic masonry structures.•3D geometry with construction stages, are taken into consideration.•DT applications facilitate studies of maintenance and restoration interventions.•Application of the Digital Twin concept in Milan Cathedral...
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| Published in: | Computers & structures Vol. 238; p. 106282 |
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| Main Authors: | , , |
| Format: | Journal Article |
| Language: | English |
| Published: |
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Elsevier Ltd
01.10.2020
Elsevier BV |
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| ISSN: | 0045-7949, 1879-2243 |
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| Abstract | •A procedure for the development of the Digital Twin models for historic masonry structures.•3D geometry with construction stages, are taken into consideration.•DT applications facilitate studies of maintenance and restoration interventions.•Application of the Digital Twin concept in Milan Cathedral.
The structural system integrity in historical masonry buildings is studied by developing the concept of the Digital Twin. The objectives are to develop a procedure for creating an accurate digital model, which integrates the experimental physical reality and to use it to study the structural response of the system, its preventive maintenance and strengthening operations.
The key elements examined are the building of an accurate three-dimensional geometric model, the choice of material properties and, the consideration of construction stages along the history. The relation to structural surveys, in situ observation and measurements is explored, with particular attention to reproducing the damage observed. Non-Linear Finite Element modelling is adopted. The structural system is generated in a semi-automatic way, reducing time-consuming modelling tasks and reaching a good approximation of real geometry as well as having an efficient discretization in a finite element model.
This procedure can be used to assess with high precision the present structural conditions of the system, study its future evolution for preventive maintenance or practical interventions as well as to understand past documented failures of structural members of the building.
An application considered in Milan Cathedral demonstrates the applicability and advantages of the proposed procedure in complex buildings. |
|---|---|
| AbstractList | •A procedure for the development of the Digital Twin models for historic masonry structures.•3D geometry with construction stages, are taken into consideration.•DT applications facilitate studies of maintenance and restoration interventions.•Application of the Digital Twin concept in Milan Cathedral.
The structural system integrity in historical masonry buildings is studied by developing the concept of the Digital Twin. The objectives are to develop a procedure for creating an accurate digital model, which integrates the experimental physical reality and to use it to study the structural response of the system, its preventive maintenance and strengthening operations.
The key elements examined are the building of an accurate three-dimensional geometric model, the choice of material properties and, the consideration of construction stages along the history. The relation to structural surveys, in situ observation and measurements is explored, with particular attention to reproducing the damage observed. Non-Linear Finite Element modelling is adopted. The structural system is generated in a semi-automatic way, reducing time-consuming modelling tasks and reaching a good approximation of real geometry as well as having an efficient discretization in a finite element model.
This procedure can be used to assess with high precision the present structural conditions of the system, study its future evolution for preventive maintenance or practical interventions as well as to understand past documented failures of structural members of the building.
An application considered in Milan Cathedral demonstrates the applicability and advantages of the proposed procedure in complex buildings. The structural system integrity in historical masonry buildings is studied by developing the concept of the Digital Twin. The objectives are to develop a procedure for creating an accurate digital model, which integrates the experimental physical reality and to use it to study the structural response of the system, its preventive maintenance and strengthening operations. The key elements examined are the building of an accurate three-dimensional geometric model, the choice of material properties and, the consideration of construction stages along the history. The relation to structural surveys, in situ observation and measurements is explored, with particular attention to reproducing the damage observed. Non-Linear Finite Element modelling is adopted. The structural system is generated in a semi-automatic way, reducing time-consuming modelling tasks and reaching a good approximation of real geometry as well as having an efficient discretization in a finite element model. This procedure can be used to assess with high precision the present structural conditions of the system, study its future evolution for preventive maintenance or practical interventions as well as to understand past documented failures of structural members of the building. An application considered in Milan Cathedral demonstrates the applicability and advantages of the proposed procedure in complex buildings. |
| ArticleNumber | 106282 |
| Author | Coronelli, Dario Angjeliu, Grigor Cardani, Giuliana |
| Author_xml | – sequence: 1 givenname: Grigor surname: Angjeliu fullname: Angjeliu, Grigor email: grigor.angjeliu@polimi.it – sequence: 2 givenname: Dario surname: Coronelli fullname: Coronelli, Dario – sequence: 3 givenname: Giuliana surname: Cardani fullname: Cardani, Giuliana |
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| Cites_doi | 10.1002/pse.120 10.1016/j.autcon.2018.11.010 10.1016/j.conbuildmat.2017.08.160 10.1061/(ASCE)0733-9399(1998)124:8(892) 10.1016/0020-7683(89)90050-4 10.1016/S0950-0618(00)00018-0 10.1007/s11831-010-9046-1 10.1016/S0950-0618(03)00007-2 10.1016/j.engstruct.2012.08.005 10.1002/stc.2196 10.1016/j.engstruct.2019.109690 10.1016/j.autcon.2019.03.006 10.1016/j.autcon.2013.10.023 10.4081/incontri.2007.42 10.1016/S0950-0618(03)00057-6 10.1016/j.compstruc.2005.09.005 10.1016/j.engfailanal.2014.10.015 10.1016/j.conbuildmat.2019.04.204 10.1016/S0020-7683(02)00230-5 |
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| Keywords | Digital Twin CAE BIM CAD V&V Historical buildings Masonry DEM Preventive maintenance DT PLM Finite element modelling SG Automatic reconstruction RG SHM MI FE |
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| References | Thacker, Doebling, Hemez, Anderson, Pepin, Rodriguez (b0165) 2004 Zucchini, Lourenço (b0155) 2002; 39 Cardani, Coronelli, Angjeliu (b0015) 2016 Cavalagli, Kita, Castaldo, Pisello, Ubertini (b0090) 2019; 215 Angjeliu, Cardani, Coronelli (b0030) 2019; 105 Cabboi, Gentile, Saisi (b0080) 2017; 156 Glaessgen, Stargel (b0095) 2012 Lourenço PB. Analysis of historical constructions: From thrust-lines to advanced simulations. In: Lourenço PRPB, editor. Historical constructions. Guimarães; 2001. p. 7–9. Angjeliu G. Integrated structural modelling and experimental observations in historic masonry constructions. [PhD thesis]. Politecnico di Milano, Milan (IT), Politecnico di Milano; 2018. Retrieved from Angjeliu, Coronelli, Cardani, Boothby (b9005) 2020; 206 Roca, Cervera, Pelà, Clemente, Chiumenti (b0040) 2013; 46 Grieves (b0065) 2014 Corradi, Borri, Vignoli (b0140) 2003; 17 Lourenço (b0025) 2002; 4 Blanco, Boffill, Lombillo, Villegas (b0075) 2018; 25 Lubliner, Oliver, Oller, Onate (b0175) 1989; 25 Gentile, Canali (b0195) 2018; 2 Venanzi I, Kita A, Cavalagli N, Ierimonti L, Ubertini F. Continuous OMA for damage detection and localization in the Sciri tower in Perugia, Italy. IOMAC; 2019. NTC. Italian Building Code, adopted with DM 14/01/2008; 2008. Volk, Stengel, Schultmann (b0110) 2014; 38 Cardani, Angjeliu (b0115) 2016 Grieves, Vickers (b0070) 2017 Havemann, Fellner (b0125) 2005 Icomos-Iscarsah. Recommendations for the analysis, conservation and structural restoration of architectural heritage; 2005. See Aguilar, Noel, Ramos (b0035) 2019; 98 Saloustros, Pelà, Roca, Portal (b0045) 2015; 48 Binda, Tiraboschi, Baronio (b0150) 2003; 17 Angjeliu, Coronelli, Cardani (b0055) 2018 Binda, Saisi, Tiraboschi (b0105) 2000; 14 . Boschert, Rosen (b0060) 2016 Angjeliu, Coronelli, Cardani (b0130) 2019 Lee, Fenves (b0180) 1998; 124 Coronelli, Cardani, Angjeliu (b0020) 2016 Zienkiewicz, Taylor (b0010) 2000; vol. 2 Ferrari da Passano C. Il Duomo rinato: Storia e tecnica del restauro statico dei piloni del tiburio del Duomo di Milano [in Italian]. Milan: Veneranda Fabbrica del Duomo (Diakronia); 1988. Milani, Lourenco, Tralli (b0160) 2006; 84 Fitchen (b0170) 1981 Dell'Acqua (b0190) 2013 Angjeliu, Cardani, Coronelli (b0135) 2019; XLII-2/W11 Roca, Cervera, Gariup, Pela (b0005) 2010; 17 Saloustros (10.1016/j.compstruc.2020.106282_b0045) 2015; 48 Dell'Acqua (10.1016/j.compstruc.2020.106282_b0190) 2013 Grieves (10.1016/j.compstruc.2020.106282_b0070) 2017 Binda (10.1016/j.compstruc.2020.106282_b0150) 2003; 17 Cavalagli (10.1016/j.compstruc.2020.106282_b0090) 2019; 215 Thacker (10.1016/j.compstruc.2020.106282_b0165) 2004 Grieves (10.1016/j.compstruc.2020.106282_b0065) 2014 Angjeliu (10.1016/j.compstruc.2020.106282_b9005) 2020; 206 Roca (10.1016/j.compstruc.2020.106282_b0040) 2013; 46 Glaessgen (10.1016/j.compstruc.2020.106282_b0095) 2012 Angjeliu (10.1016/j.compstruc.2020.106282_b0135) 2019; XLII-2/W11 10.1016/j.compstruc.2020.106282_b0050 Cardani (10.1016/j.compstruc.2020.106282_b0115) 2016 Cardani (10.1016/j.compstruc.2020.106282_b0015) 2016 Zienkiewicz (10.1016/j.compstruc.2020.106282_b0010) 2000; vol. 2 Aguilar (10.1016/j.compstruc.2020.106282_b0035) 2019; 98 Coronelli (10.1016/j.compstruc.2020.106282_b0020) 2016 Fitchen (10.1016/j.compstruc.2020.106282_b0170) 1981 Lourenço (10.1016/j.compstruc.2020.106282_b0025) 2002; 4 Angjeliu (10.1016/j.compstruc.2020.106282_b0130) 2019 Zucchini (10.1016/j.compstruc.2020.106282_b0155) 2002; 39 Angjeliu (10.1016/j.compstruc.2020.106282_b0055) 2018 Cabboi (10.1016/j.compstruc.2020.106282_b0080) 2017; 156 Havemann (10.1016/j.compstruc.2020.106282_b0125) 2005 Gentile (10.1016/j.compstruc.2020.106282_b0195) 2018; 2 Lee (10.1016/j.compstruc.2020.106282_b0180) 1998; 124 Angjeliu (10.1016/j.compstruc.2020.106282_b0030) 2019; 105 Boschert (10.1016/j.compstruc.2020.106282_b0060) 2016 Lubliner (10.1016/j.compstruc.2020.106282_b0175) 1989; 25 Binda (10.1016/j.compstruc.2020.106282_b0105) 2000; 14 Corradi (10.1016/j.compstruc.2020.106282_b0140) 2003; 17 Blanco (10.1016/j.compstruc.2020.106282_b0075) 2018; 25 Volk (10.1016/j.compstruc.2020.106282_b0110) 2014; 38 10.1016/j.compstruc.2020.106282_b0145 Roca (10.1016/j.compstruc.2020.106282_b0005) 2010; 17 10.1016/j.compstruc.2020.106282_b0100 10.1016/j.compstruc.2020.106282_b0185 10.1016/j.compstruc.2020.106282_b0120 Milani (10.1016/j.compstruc.2020.106282_b0160) 2006; 84 10.1016/j.compstruc.2020.106282_b0085 |
| References_xml | – volume: 14 start-page: 199 year: 2000 end-page: 233 ident: b0105 article-title: Investigation procedures for the diagnosis of historic masonries publication-title: Constr Build Mater – reference: Ferrari da Passano C. Il Duomo rinato: Storia e tecnica del restauro statico dei piloni del tiburio del Duomo di Milano [in Italian]. Milan: Veneranda Fabbrica del Duomo (Diakronia); 1988. – reference: NTC. Italian Building Code, adopted with DM 14/01/2008; 2008. – volume: 25 year: 2018 ident: b0075 article-title: An integrated structural health monitoring system for determining local/global responses of historic masonry buildings publication-title: Struct Control Health Monit – volume: 156 start-page: 252 year: 2017 end-page: 265 ident: b0080 article-title: From continuous vibration monitoring to FEM-based damage assessment: application on a stone-masonry tower publication-title: Constr Build Mater – volume: XLII-2/W11 start-page: 83 year: 2019 end-page: 89 ident: b0135 article-title: Digital modelling and analysis of masonry vaults publication-title: ISPRS Int Arch Photogramm Remote Sens Spatial Inf Sci – year: 2016 ident: b0015 article-title: Damage observation and settlement mechanisms in the naves of the Cathedral of Milan publication-title: Paper presented at the Structural Analysis of Historical Constructions (SAHC) Leuven, Belgium – year: 2012 ident: b0095 article-title: The digital twin paradigm for future NASA and US Air Force vehicles publication-title: Paper presented at the 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference 20th AIAA/ASME/AHS Adaptive Structures Conference. 14th AIAA – volume: 39 start-page: 3233 year: 2002 end-page: 3255 ident: b0155 article-title: A micro-mechanical model for the homogenisation of masonry publication-title: Int J Solids Struct – volume: 84 start-page: 166 year: 2006 end-page: 180 ident: b0160 article-title: Homogenised limit analysis of masonry walls, Part I: Failure surfaces publication-title: Comput Struct – volume: 215 start-page: 998 year: 2019 end-page: 1014 ident: b0090 article-title: Hierarchical environmental risk mapping of material degradation in historic masonry buildings: an integrated approach considering climate change and structural damage publication-title: Constr Build Mater – volume: 124 start-page: 892 year: 1998 end-page: 900 ident: b0180 article-title: Plastic-damage model for cyclic loading of concrete structures publication-title: J Eng Mech ASCE – start-page: 59 year: 2016 end-page: 74 ident: b0060 article-title: Digital twin—the simulation aspect Mechatronic Futures – volume: 25 start-page: 299 year: 1989 end-page: 326 ident: b0175 article-title: A plastic-damage model for concrete publication-title: Int J Solids Struct – year: 2014 ident: b0065 article-title: Digital twin: manufacturing excellence through virtual factory replication – reference: Icomos-Iscarsah. Recommendations for the analysis, conservation and structural restoration of architectural heritage; 2005. See – volume: 98 start-page: 1 year: 2019 end-page: 15 ident: b0035 article-title: Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings publication-title: Autom Constr – start-page: 69 year: 2013 end-page: 89 ident: b0190 article-title: La statica delle cattedrali gotiche e la statica del Duomo di Milano publication-title: Istituto Lombardo-Accademia di Scienze e Lettere-Incontri di Studio – volume: 17 start-page: 543 year: 2003 end-page: 555 ident: b0150 article-title: On-site investigation on the remains of the Cathedral of Noto publication-title: Constr Build Mater – volume: 38 start-page: 109 year: 2014 end-page: 127 ident: b0110 article-title: Building Information modeling (BIM) for existing buildings — literature review and future needs publication-title: Autom Constr – year: 2016 ident: b0115 article-title: Challenges from building information modeling to finite element analysis of existing buildings publication-title: Paper presented at the 10th International Conference on Structural Analysis of Historical Constructions, Leuven, Belgium – reference: Lourenço PB. Analysis of historical constructions: From thrust-lines to advanced simulations. In: Lourenço PRPB, editor. Historical constructions. Guimarães; 2001. p. 7–9. – volume: vol. 2 year: 2000 ident: b0010 publication-title: The finite element method: solid mechanics – volume: 105 year: 2019 ident: b0030 article-title: A parametric model for ribbed masonry vaults publication-title: Autom Constr – reference: . – volume: 17 start-page: 299 year: 2010 end-page: 325 ident: b0005 article-title: Structural analysis of masonry historical constructions. Classical and advanced approaches publication-title: Arch Comput Methods Eng – year: 2019 ident: b0130 article-title: Challenges in modelling complex geometry in historical buildings for publication-title: Paper presented at the The 18th International Conference on Geometry and Graphics, Milan, Italy – volume: 206 year: 2020 ident: b9005 article-title: Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral publication-title: Engineering Structures – volume: 46 start-page: 653 year: 2013 end-page: 670 ident: b0040 article-title: Continuum FE models for the analysis of Mallorca Cathedral publication-title: Eng Struct – year: 1981 ident: b0170 article-title: The construction of Gothic cathedrals: a study of medieval vault erection – volume: 4 start-page: 301 year: 2002 end-page: 319 ident: b0025 article-title: Computations on historic masonry structures publication-title: Prog Struct Mat Eng – volume: 48 start-page: 41 year: 2015 end-page: 61 ident: b0045 article-title: Numerical analysis of structural damage in the church of the Poblet Monastery publication-title: Eng Fail Anal – volume: 2 start-page: 467 year: 2018 ident: b0195 article-title: Continuous monitoring the cathedral of Milan: design installation and preliminary results publication-title: Proceedings – year: 2018 ident: b0055 article-title: Structural modelling of complex historic masonry buildings publication-title: Paper presented at the 10th International Masonry Conference, Milan, Italy – year: 2005 ident: b0125 article-title: Generative mesh modeling – volume: 17 start-page: 325 year: 2003 end-page: 337 ident: b0140 article-title: Experimental study on the determination of strength of masonry walls publication-title: Constr Build Mater – year: 2004 ident: b0165 article-title: Concepts of model verification and validation – reference: Angjeliu G. Integrated structural modelling and experimental observations in historic masonry constructions. [PhD thesis]. Politecnico di Milano, Milan (IT), Politecnico di Milano; 2018. Retrieved from – reference: Venanzi I, Kita A, Cavalagli N, Ierimonti L, Ubertini F. Continuous OMA for damage detection and localization in the Sciri tower in Perugia, Italy. IOMAC; 2019. – year: 2016 ident: b0020 article-title: The analysis of the main spire reversed arches of the Cathedral of Milan publication-title: Paper presented at the 16th International Brick and Block Masonry Conference, Padua, Italy – start-page: 85 year: 2017 end-page: 113 ident: b0070 article-title: Digital twin: Mitigating unpredictable, undesirable emergent behavior in complex systems Transdisciplinary Perspectives on Complex Systems – volume: 4 start-page: 301 issue: 3 year: 2002 ident: 10.1016/j.compstruc.2020.106282_b0025 article-title: Computations on historic masonry structures publication-title: Prog Struct Mat Eng doi: 10.1002/pse.120 – year: 2018 ident: 10.1016/j.compstruc.2020.106282_b0055 article-title: Structural modelling of complex historic masonry buildings – volume: 98 start-page: 1 year: 2019 ident: 10.1016/j.compstruc.2020.106282_b0035 article-title: Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings publication-title: Autom Constr doi: 10.1016/j.autcon.2018.11.010 – volume: 156 start-page: 252 year: 2017 ident: 10.1016/j.compstruc.2020.106282_b0080 article-title: From continuous vibration monitoring to FEM-based damage assessment: application on a stone-masonry tower publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2017.08.160 – volume: 124 start-page: 892 issue: 8 year: 1998 ident: 10.1016/j.compstruc.2020.106282_b0180 article-title: Plastic-damage model for cyclic loading of concrete structures publication-title: J Eng Mech ASCE doi: 10.1061/(ASCE)0733-9399(1998)124:8(892) – ident: 10.1016/j.compstruc.2020.106282_b0185 – year: 2019 ident: 10.1016/j.compstruc.2020.106282_b0130 article-title: Challenges in modelling complex geometry in historical buildings fornumerical simulations – year: 2016 ident: 10.1016/j.compstruc.2020.106282_b0115 article-title: Challenges from building information modeling to finite element analysis of existing buildings – volume: 25 start-page: 299 issue: 3 year: 1989 ident: 10.1016/j.compstruc.2020.106282_b0175 article-title: A plastic-damage model for concrete publication-title: Int J Solids Struct doi: 10.1016/0020-7683(89)90050-4 – volume: 14 start-page: 199 issue: 4 year: 2000 ident: 10.1016/j.compstruc.2020.106282_b0105 article-title: Investigation procedures for the diagnosis of historic masonries publication-title: Constr Build Mater doi: 10.1016/S0950-0618(00)00018-0 – year: 2016 ident: 10.1016/j.compstruc.2020.106282_b0015 article-title: Damage observation and settlement mechanisms in the naves of the Cathedral of Milan – volume: XLII-2/W11 start-page: 83 year: 2019 ident: 10.1016/j.compstruc.2020.106282_b0135 article-title: Digital modelling and analysis of masonry vaults publication-title: ISPRS Int Arch Photogramm Remote Sens Spatial Inf Sci – ident: 10.1016/j.compstruc.2020.106282_b0145 – year: 2004 ident: 10.1016/j.compstruc.2020.106282_b0165 – ident: 10.1016/j.compstruc.2020.106282_b0120 – year: 2014 ident: 10.1016/j.compstruc.2020.106282_b0065 – volume: 17 start-page: 299 issue: 3 year: 2010 ident: 10.1016/j.compstruc.2020.106282_b0005 article-title: Structural analysis of masonry historical constructions. Classical and advanced approaches publication-title: Arch Comput Methods Eng doi: 10.1007/s11831-010-9046-1 – start-page: 59 year: 2016 ident: 10.1016/j.compstruc.2020.106282_b0060 – volume: 17 start-page: 325 issue: 5 year: 2003 ident: 10.1016/j.compstruc.2020.106282_b0140 article-title: Experimental study on the determination of strength of masonry walls publication-title: Constr Build Mater doi: 10.1016/S0950-0618(03)00007-2 – year: 2016 ident: 10.1016/j.compstruc.2020.106282_b0020 article-title: The analysis of the main spire reversed arches of the Cathedral of Milan – volume: vol. 2 year: 2000 ident: 10.1016/j.compstruc.2020.106282_b0010 – year: 1981 ident: 10.1016/j.compstruc.2020.106282_b0170 – start-page: 85 year: 2017 ident: 10.1016/j.compstruc.2020.106282_b0070 – volume: 46 start-page: 653 year: 2013 ident: 10.1016/j.compstruc.2020.106282_b0040 article-title: Continuum FE models for the analysis of Mallorca Cathedral publication-title: Eng Struct doi: 10.1016/j.engstruct.2012.08.005 – ident: 10.1016/j.compstruc.2020.106282_b0050 – volume: 25 issue: 8 year: 2018 ident: 10.1016/j.compstruc.2020.106282_b0075 article-title: An integrated structural health monitoring system for determining local/global responses of historic masonry buildings publication-title: Struct Control Health Monit doi: 10.1002/stc.2196 – volume: 206 year: 2020 ident: 10.1016/j.compstruc.2020.106282_b9005 article-title: Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral publication-title: Engineering Structures doi: 10.1016/j.engstruct.2019.109690 – volume: 105 year: 2019 ident: 10.1016/j.compstruc.2020.106282_b0030 article-title: A parametric model for ribbed masonry vaults publication-title: Autom Constr doi: 10.1016/j.autcon.2019.03.006 – volume: 38 start-page: 109 issue: Supplement C year: 2014 ident: 10.1016/j.compstruc.2020.106282_b0110 article-title: Building Information modeling (BIM) for existing buildings — literature review and future needs publication-title: Autom Constr doi: 10.1016/j.autcon.2013.10.023 – start-page: 69 year: 2013 ident: 10.1016/j.compstruc.2020.106282_b0190 article-title: La statica delle cattedrali gotiche e la statica del Duomo di Milano publication-title: Istituto Lombardo-Accademia di Scienze e Lettere-Incontri di Studio doi: 10.4081/incontri.2007.42 – volume: 17 start-page: 543 issue: 8 year: 2003 ident: 10.1016/j.compstruc.2020.106282_b0150 article-title: On-site investigation on the remains of the Cathedral of Noto publication-title: Constr Build Mater doi: 10.1016/S0950-0618(03)00057-6 – year: 2012 ident: 10.1016/j.compstruc.2020.106282_b0095 article-title: The digital twin paradigm for future NASA and US Air Force vehicles – volume: 84 start-page: 166 issue: 3–4 year: 2006 ident: 10.1016/j.compstruc.2020.106282_b0160 article-title: Homogenised limit analysis of masonry walls, Part I: Failure surfaces publication-title: Comput Struct doi: 10.1016/j.compstruc.2005.09.005 – ident: 10.1016/j.compstruc.2020.106282_b0100 – volume: 48 start-page: 41 year: 2015 ident: 10.1016/j.compstruc.2020.106282_b0045 article-title: Numerical analysis of structural damage in the church of the Poblet Monastery publication-title: Eng Fail Anal doi: 10.1016/j.engfailanal.2014.10.015 – ident: 10.1016/j.compstruc.2020.106282_b0085 – year: 2005 ident: 10.1016/j.compstruc.2020.106282_b0125 – volume: 215 start-page: 998 year: 2019 ident: 10.1016/j.compstruc.2020.106282_b0090 article-title: Hierarchical environmental risk mapping of material degradation in historic masonry buildings: an integrated approach considering climate change and structural damage publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2019.04.204 – volume: 39 start-page: 3233 issue: 12 year: 2002 ident: 10.1016/j.compstruc.2020.106282_b0155 article-title: A micro-mechanical model for the homogenisation of masonry publication-title: Int J Solids Struct doi: 10.1016/S0020-7683(02)00230-5 – volume: 2 start-page: 467 issue: 8 year: 2018 ident: 10.1016/j.compstruc.2020.106282_b0195 article-title: Continuous monitoring the cathedral of Milan: design installation and preliminary results publication-title: Proceedings |
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| Snippet | •A procedure for the development of the Digital Twin models for historic masonry structures.•3D geometry with construction stages, are taken into... The structural system integrity in historical masonry buildings is studied by developing the concept of the Digital Twin. The objectives are to develop a... |
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| SubjectTerms | Automatic reconstruction Cathedrals Computer simulation Digital Twin Digital twins Finite element method Finite element modelling Historical buildings Masonry Material properties Mathematical analysis Mathematical models Preventive maintenance Structural members Structural surveys Three dimensional models |
| Title | Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality |
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