The tools and investigation methodologies for understanding architectural artefacts have received a notable boost in the last decade thanks to the rapid evolution of technologies. The application of investigation methodologies in a specific area such as that of bridges, especially if of historical-monumental value, has highlighted some peculiarities such as, for example, the relationship with the environmental context and the technical-constructive component; the bridge, being in fact also an infrastructural work, must also be investigated from the point of view of its structural behavior. Beyond the consolidated scientific methodology, every significant activity represents a unicum, just as every object is unique. However, the experiments carried out in carrying out our research on some bridges of particular historical value have allowed us to define a procedural protocol and codify a methodology that can be used and repeated in similar examples. The setting of this protocol is not intended as a simplification and standardization of the detection process, but rather as an aid within a critical path, in order to obtain an optimization of the entire detection and analysis process. In addition to the application of procedures for the acquisition and processing of three-dimensional models consolidated in recent years, we also wanted to test the potential of HBIM (Heritage Building Information Modeling) processes applied to Cultural Heritage

Digital models for the knowledge, protection and enhancement of historic bridges. Definition of an operational protocol / Paris, Leonardo; Rossi, MARIA LAURA. - In: PROCEDIA STRUCTURAL INTEGRITY. - ISSN 2452-3216. - 64:(2024), pp. 2222-2229. (Intervento presentato al convegno SMAR 2024 – 7th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures tenutosi a Fisciano, Salerno).

Digital models for the knowledge, protection and enhancement of historic bridges. Definition of an operational protocol.

ROSSI MARIA LAURA
2024

Abstract

The tools and investigation methodologies for understanding architectural artefacts have received a notable boost in the last decade thanks to the rapid evolution of technologies. The application of investigation methodologies in a specific area such as that of bridges, especially if of historical-monumental value, has highlighted some peculiarities such as, for example, the relationship with the environmental context and the technical-constructive component; the bridge, being in fact also an infrastructural work, must also be investigated from the point of view of its structural behavior. Beyond the consolidated scientific methodology, every significant activity represents a unicum, just as every object is unique. However, the experiments carried out in carrying out our research on some bridges of particular historical value have allowed us to define a procedural protocol and codify a methodology that can be used and repeated in similar examples. The setting of this protocol is not intended as a simplification and standardization of the detection process, but rather as an aid within a critical path, in order to obtain an optimization of the entire detection and analysis process. In addition to the application of procedures for the acquisition and processing of three-dimensional models consolidated in recent years, we also wanted to test the potential of HBIM (Heritage Building Information Modeling) processes applied to Cultural Heritage
2024
SMAR 2024 – 7th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures
3D Modeling; Scanner laser; Mobile Laser; Image-based Modeling; Cultural Heritage
04 Pubblicazione in atti di convegno::04c Atto di convegno in rivista
Digital models for the knowledge, protection and enhancement of historic bridges. Definition of an operational protocol / Paris, Leonardo; Rossi, MARIA LAURA. - In: PROCEDIA STRUCTURAL INTEGRITY. - ISSN 2452-3216. - 64:(2024), pp. 2222-2229. (Intervento presentato al convegno SMAR 2024 – 7th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures tenutosi a Fisciano, Salerno).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1730256
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