Non-Invasive Identification of Vulnerability Elements in Existing Buildings and Their Visualization in the BIM Model for Better Project Management: The Case Study of Cuccagna Farmhouse
Source abstract
Abstract
Due to the conjunction between the European and African plates, complex tectonic phenomena take place in the Mediterranean basin. These phenomena cause more or less violent seismic resentments in the countries facing the basin itself. The diffused built historical heritage, characteristic of villages in the Mediterranean countries, is the most vulnerable toward seismic action, and in case of a catastrophic event can cause the loss of human lives. In Italy, the protection of historic buildings is a significant issue, and many regions promoted policies to ensure the safety of the diffused built heritage. Research groups work in synergy to develop procedures for the vulnerability assessment of existing buildings and to define appropriate action plans. This research presents a little or not at all invasive procedure for investigating vulnerability. This procedure is easily replicable and able to support techniques already in use with innovative aspects such as laser scanning of the entire complex and visual identification of vulnerable elements through the BIM (building information modeling) methodology. The procedure applicability is shown in the study of a Milanese farmhouse that has been financed by Fondazione CARIPLO, Bandi 2017 Arte e Cultura-Beni culturali a rischio, Project PRE.CU.R.S.OR.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: 3D Surveying and Cultural Heritage · BIM and Construction Integration · Urban Planning and Valuation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil and Environmental Engineering, Politecnico di Milano, 20133 Milano, Italy
Department of Design, Politecnico di Milano, 20158 Milano, Italy
Funding
Fondazione Cariplo
References (34)
Show source-provided references
1. Dell’Orto, C., Guzzetti, F., Maroldi, F., and Molina, C. (2010, January 8–9). G.I.S. for the post-earthquake damage assessment. The case of the Fontecchio historic heritage. Proceedings of the National Conference Sicurezza e Conservazione nel Recupero dei Beni Culturali Colpiti da Sisma. Strategie e Tecniche di Ricostruzione ad un Anno dal Terremoto Abruzzese, Venice, Italy. (In Italian).
2. Dell’Orto, C., and Maroldi, F. (2010, January 9–12). Post-Earthquake damage evaluation and reconstruction strategies: G.I.S. on Fontecchio. Proceedings of the 14th National Conference ASITA, Brescia, Italy. (In Italian).
3. Seismic Vulnerability Assessment of Buildings in GIS Environment: Dhankuta Municipality, Nepal
4. Murgante, B. (2011, January 20–23). Seismic Vulnerability Assessment Using Field Survey and Remote Sensing Techniques. Proceedings of the International Conference on Computational Science and its Application, ICCSA 2011, Santander, Spain. Part II, LNCS 6783.10.1007/978-3-642-21928-3 ↗
5. Earthquake Vulnerability Assessment of Existing Buildings in Cox’s-Bazar using Field Survey & GIS
6. GIS based mapping of vulnerability to earthquake and fire hazard in Dhaka city, Bangladesh10.1016/j.ijdrr.2015.07.003 ↗
7. GIS modeling of seismic vulnerability of residential fabrics considering geotechnical, structural, social and physical distance indicators in Tehran using multi-criteria decision-making techniques10.5194/nhess-15-461-2015 ↗
8. Von Balen, K., and Verstrynge, E. (2016, January 13–15). Seismic vulnerability maps of Timisoara historical centre based on fragility curves. Proceedings of the 10th International Conference on Structural Analysis of Historical Constructions, SAHC2016, Leuven, Belgium.
9. Modena, C., da Porto, F., and Valluzzi, M.R. (2016, January 26–30). Seismic vulnerability assessment of clustered historical centers: Fragility curves based on local collapse mechanisms analyses. Proceedings of the IB2MAC, 16th International Brick and Block Masonry Conference, Trends, Innovations and Challenges, Padua, Italy. A Balkema Book, electronic support.
10. Sadrykia, M., Delavar, M.R., and Zare, M. (2017). A GIS-Based Fuzzy Decision Making Model for Seismic Vulnerability Assessment in Areas with Incomplete Data. ISPRS Int. J. Geo-Inf., 6.10.3390/ijgi6040119 ↗
11. Taffarel, S. (2017). Metodi Speditivi Per la Valutazione Della Vulnerabilità Sismica Del Costruito Storico: Approccio All’incertezza Nelle Forme di Aggregazione Complessa a Diversa Scala. [Ph.D. Thesis, dBC Department, University of Padua]. (In Italian).
12. Coccia, D.E. (2017). Interoperabilità BIM-GIS Nella Classificazione Della Vulnerabilità Sismica Degli Edifici. [Master’s Thesis, Politecnico di Torino, I School of Engineering]. (In Italian).
13. Potential of Building Information Modelling for seismic risk mitigation in buildings10.5459/bnzsee.47.4.253-263 ↗
14. and Scherer, R. (2010). A BIM-Based Framework for Forecasting and Visualizing Seismic Damage, Cost and Time to Repair. eWork and eBusiness in Architecture, Engineering and Construction, Taylor & Francis Group.
15. BIM-Based Damage Estimation of Buildings under Earthquake Loading Condition10.1016/j.proeng.2016.04.136 ↗
16. Seismic loss assessment for buildings with various –LOD BIM data10.1016/j.aei.2018.12.003 ↗
17. The EAL-M method for the seismic classification of the existing masonry buildings: A comparison between different methods and preliminary evaluations of other typologies
18. Masonry Quality Index (MQI): Correlation with the mechanical characteristics and knowledge levels
19. A method for the analysis and classification of historic masonry10.1007/s10518-015-9731-4 ↗
20. Borri, A., and De Maria, A. (2016, July 08). La Classificazione Sismica: Un Protocollo Metodologico Già Operativo Applicabile Agli Edifici Esistenti in Murature, Ingegno-Web. Available online: https://www.ingenio-web.it/6003-la-classificazione-sismica-un-protocollo-metodologico-gia-operativo-applicabile-agli-edifici-esistenti-in-muratura.
21. Investigation procedures for the diagnosis of historic masonries10.1016/S0950-0618(00)00018-0 ↗
22. Binda, L., Borri, A., Cardani, G., and Doglioni, F. (2009). Scheda Qualità Muraria: Relazione Finale e Linee Guida per la Compilazione Della Scheda di Valutazione Della Qualità Muraria, (In Italian).
23. Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes10.1002/eqe.760 ↗
24. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses10.1016/j.engstruct.2010.01.009 ↗
25. A mechanical model for the seismic vulnerability assessment of old masonry buildings10.12989/eas.2011.2.1.025 ↗
26. Doglioni, F. (2000). Codice di Pratica (Linee Guida) per la Progettazione Degli Interventi di Riparazione, Miglioramento Sismico e Restauro dei Beni Architettonici Danneggiati dal Terremoto Umbro-Marchigiano del 1997, Regione Marche. (In Italian).
27. The use of georadar to assess damage to a masonry Bell Tower in Cremona, Italy10.1016/j.ndteint.2004.03.010 ↗
28. Investigation strategies for the diagnosis of historic structures: On-site tests on Avio Castle, Italy, and Pišece Castle, Slovenia10.1139/L07-143 ↗
29. Candela, M., Cattari, S., Lagomarsino, S., and Fonti, R. (July, January 30). Prove in situ per la caratterizzazione della muratura in pietrame grezzo alle azioni nel piano e fuori dal piano. Proceedings of the Conference of the Italian National Association of Earthquake Engineering (ANIDIS), Padua, Italy. (In Italian).
30. Ansal, A. (2014). Testing Historic Masonry Elements and/or Building Models. Perspectives on European Earthquake Engineering and Seismology, Springer International Publishing. Chapter 8.10.1007/978-3-319-07118-3 ↗
31. Torque Penetrometric Test for the in-situ characterisation of historical mortars: Fracture mechanics interpretation and experimental validation10.1016/j.conbuildmat.2017.09.120 ↗
32. D’Ayala, D., and Fodde, E. (2008, January 2–4). Analysis and diagnosis of timber structures in Porto Historical Centre. Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, Bath, UK.
33. Modena, C., Lourenço, P., and Roca, P. (2004, January 10–13). Strengthening and control methods for old timber trusses: The queen-post truss of the Trento theatre. Proceedings of the 4th International Conference on Structural Analysis of Historic Construction, Padua, Italy.
34. Experimental Verification of a New Tool for Wood Mechanical resistance measurement