PSI - Issue 64

Anna Sanseverino et al. / Procedia Structural Integrity 64 (2024) 1271–1278 A. Sanseverino et al. / Structural Integrity Procedia 00 (2019) 000–000

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Link (Link Scheda)”, “ASPI_ID (ID_ASPI)”, and “Material Code (Cod-Materiale)” – were entered as “Instances” in order to assign unique values to the individual components and were grouped under the project group “Data” (in order to conveniently organise and retrieve them in the “Properties panel”), while the “Structure Number (Numero d'opera)” by the regulations, is inserted as information regarding the entire project in the Revit environment as “Project Number”. Only afterwards, three additional shared parameters – “Typology (Tipologia)”, “Form (Scheda)”, and “GlobalStructureCode (CodiceOperaGlobale)” – are generated automatically by means of the “SCRIPT A” (Sanseverino, 2024b) and organised within the shared parameter set “Schede All.B DM20” (see green parameters in Fig. 5). Lastly, the “Dr_YEAR” parameter is simultaneously generated as part of the “PG_ANALYSIS_RESULTS” set and populated via the “SCRIPT E” (Sanseverino, 2024c) to store different years’ “Relative Defectiveness” data (see grey parameter in Fig. 5) broken down per each structural component. The five VPL scripts developed for the proposed workflow will be synthetically presented as follows for conciseness, while full access is provided via the Zenodo Research Repository (Sanseverino, 2024b, 2024a, 2024d, 2024e, 2024c).

Fig. 5. Storage TXT file of the Revit “Shared Parameter” (a), and visualization of the parameters as “Instance” (b) and “Type” (c) properties.

The “SCRIPT A” deals with the automatic assignation of the shared parameters “Typology” (“Tipologia”), “Form” (“Scheda”) and “GlobalStructureCode” (“CodiceOperaGlobale”) to all the modelled elements (Sanseverino, 2024b). The “SCRIPT B” concerns the automatic population of the “Form” (“Scheda”) parameter according to Annex B of the LG20 once the “Typology” parameter has been additionally filled out by the supervisor. It employs as an additional data source a Microsoft Excel workbook (see Table 2) containing the appropriate form to be assigned to each structural component type in relation to the “Material” and the “Typology” when necessary (Sanseverino, 2024a). Provided that the “Form Link” (“Link Scheda”) parameter refers to the structural monitoring software of the C.U.G.RI. BMS platform that acts as a database for visual inspections. The “SCRIPT C” was developed to automatically generate the direct URL to the year-specific filled-in inspection form per each component. An example of a URL identifying the filled in inspection form for the arch longitudinal joist component 00.AR.001.SP.006.CAO belonging to the third Structural Section is shown as follows: “https://v2.webui.C.U.G.R.I..it/ispezioni/2021/03.03.0327.0.0.00.AR.001.SP.006.CAO” 8 . Additionally, the third script also populates the “ID_ASPI” and “GlobalStructureCode (CodiceOperaGlobale)” parameters (Sanseverino, 2024d). Table 2. Extract of the “DM 578/2020 – All.B” form number assigned to arched structure according to the material and the structural behaviour (“Typology”). For the complete updated schedule, see Sanseverino (2024c). ID Components ID Typology Material “DM 578/2020 – All.B” form number AR Main structure SP tr CAO (Reinforced Concrete) 14 AR Main structure SP tr CAP (Prestressed-Concrete) 15 AR Main structure SP tr ACC (Steel) 16 AR Main structure SP tr LGN (Wood) 17 AR Main structure SP sl CAO (Reinforced Concrete) 18 AR Main structure SP sl LGN (Wood) 19 AR Main structure SP ar CAO (Reinforced Concrete) 10 AR Main structure SP ar MUR (Masonry) 11 AR Main structure SP ar ACC (Steel) 12 AR Main structure SP ar LGN (Wood) 13

8 Although the final structure of the link follows the one indicated with the exception of the platform domain, it cannot be disclosed being classified material owned by SIS-SPN. Interested researchers may apply to CUGRI (cugri@unisa.it) for the opportunity to participate in the project.