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8.3 APPENDIX C “Technical engineering and architectural diagrams” – CASE II
8.3 APPENDIX C “Technical engineering and architectural diagrams” – CASE II
Figure 199. Architectural survey, main facades reworked for digitalization process (Credits R. Qose, A. Abdullaj) 299
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Figure 200. Architectural survey, pieces from the BIM model & details reworked on Rhino v.07, part 1 (Credits: R. Qose, A. Abdullaj)
Figure 201. Architectural survey, 3D model & details reworked on Rhino v.07, part 2 (Credits: R. Qose, A. Abdullaj)
Figure 202. Architectural survey of windows, doors and arches
Figure 203. Careful sketching in detail stone by stone, mortar joints, façade elements and details
Figure 204. Analysis and investigation of the current condition of facades, pathologies and degradation; left survey of architectural elements
Figure 205. Architectural survey of the facade in the framework of the investigation of pathologies, cracks distribution and fractures
Figure 206. Collage of photos showing the current state and degradation of the material into different elements
Figure 207. Processed diagram, based on laboratory data, showing the mold content in the main facade tiles
Figure 208. Material degradation analysis and photogrammetric processing of facades, in the framework of Bim modeling (credits S. Agalliu, B. Ndoja)
Figure 209. Column C12H14, C18H13 nad C7H13 hinge response diagrams, according to push-Y load
Figure 210. Column C25H15, C24H16 nad C28H15 hinge response diagrams, according to push-Y load
Summary of materials from local simulations, in the framework of the investigation of possible collapse scenarios, carried out in areas with significant structural fragility. Analysis performed according to the local theoretical mechanisms of the collapse (worked in 3Muri software):
Figure 211. The first simulation in the framework of the investigation of local mechanisms of perimeter side panels, the scenario of possible mechanisms
Figure 212. The second simulation in the framework of the investigation of local masonry mechanisms related to the ground floor masonry, the scenario of possible local mechanisms
