PSI - Issue 29

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Available online at www.sciencedirect.com Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2019) 000 – 000 il l li t . i ir t. tr t r l I t rit r i ( )

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ScienceDirect

Procedia Structural Integrity 29 (2020) 165–174

Art Collections 2020, Safety Issue (ARCO 2020, SAFETY) On the accuracy of UAV photogrammetric survey for the evaluation of historic masonry structural damages Nicola Cavalagli a *, Massimiliano Gioffrè a , Silvia Grassi b , Vittorio Gusella a , Chiara Pepi a , Gian Marco Volpi c a Department of Civil and Environmental Engineering, University of Perugia, via G. Duranti 93, 06125, Perugia, Italy t ll ti , t , cola C a , a , b , a , p , a rt t f i il ir t l i ri , i rsit f r i , i . r ti , , r i , It l

b LS Rilievi snc, Perugia, Italy c Archaeologist, Perugia, Italy ili i s , r i , It l c r l ist, r i , It l b

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© 2020 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/) Peer-review under responsibility of Marco Tanganelli and Stefania Viti In this paper, a procedure for the photogrammetric survey via Unmanned Aerial Vehicles of a masonry structures is used in order to obtain effective visual inspections and a 3D model of a historic masonry arch bridge located along the ancient Via Amerina (Todi, Perugia, Italy). The photogrammetric survey provides a detailed representation of the actual geometry, including lack of volumes and significant cracks along the vault and the spandrel walls, outlining a severe damage state affecting all the structure. Finally, a Total Station and a Laser Scanner were used to compare the results obtained by photogrammetry, highlighting the advantages, the limits and the weaknesses offered by their use. © 2020 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/) Peer-review under responsibility of Marco Tanganelli and Stefania Viti Keywords: Masonry bridge; Structural damage assessment; UAV photoframmetric survey; Structure from Motion; Point cloud. t t i ff ti i l i ti l f i t ri r r ri l t l t i t i ri ( i, r i , It l ). t r tri r r i t il r r t ti f t t l tr , i l i l f l i ifi t r l t lt t r l ll , tli i r t t ff ti ll t tr t r . i ll , t l t ti r r r t r t r lt t i t r tr , i li ti t t , t li it t ff r t ir . © 2020 The t r . li l i r . . This is an open access article under the - - li ( tt :// r ti . r /li / - - / . /) r-r i r r i ilit f r lli t f i iti r s: s r ri ; tr t r l ss ss t; t fr tri s r ; tr t r fr ti ; i t l . Photogrammetric surveys via Unmanned Aerial Vehicles are nowadays a valuable tool for historic masonry structures inspection, surveillance, mapping and 3Dmodeling issues. When structural damage mapping and structural assessment are of interest obtaining accurate and reliable geometric models is a crucial issue. Therefore, the flight plan, the georeferencing and the data processing steps need to be properly designed. l t l f r i t ri r tr t r i ti , r ill , i li i . tr t r l i tr t r l t r f i t r t t i i r t r li l tri l i r i l i . r f r , t fli t l , t r f r i t t r i t t r rl i . t r tri r i ri l i l r l I t i r, r r f r t t r tri r i ri l i l f r tr t r i i r r

* Corresponding author. Tel.: +39-075-585-3996; fax: +39-075-585-3897. E-mail address: nicola.cavalagli@unipg.it i t r. l.: - - - ; f : - - - . - il r ss: i l . l li i .it rr s

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2452-3216 © 2020 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/) Peer-review under responsibility of Marco Tanganelli and Stefania Viti i i rti l r t - - li ( tt :// r ti . r /li / - - / . /) r-r i r r i ilit f r lli t f i iti

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