{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,14]],"date-time":"2025-10-14T00:31:18Z","timestamp":1760401878406,"version":"build-2065373602"},"reference-count":15,"publisher":"MDPI AG","issue":"1","license":[{"start":{"date-parts":[[2020,1,3]],"date-time":"2020-01-03T00:00:00Z","timestamp":1578009600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Applied Sciences"],"abstract":"<jats:p>This paper addresses the planar measurement problem in the destructive mechanical testing of masonry specimens, describing the proposed optical measurement solution. The adopted affine geometrical camera model is described as well as its experimental implementation using a digital camera and a measurement referential traceable to the International System of Units (SI). Experimental results from non-destructive tests are presented and discussed, including measurements obtained from the use of classical contact instrumentation. Measurement estimates and uncertainties related to the quantified mechanical properties are also shown.<\/jats:p>","DOI":"10.3390\/app10010371","type":"journal-article","created":{"date-parts":[[2020,1,3]],"date-time":"2020-01-03T11:55:07Z","timestamp":1578052507000},"page":"371","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["Optical Measurement of Planar Deformations in the Destructive Mechanical Testing of Masonry Specimens"],"prefix":"10.3390","volume":"10","author":[{"given":"Lu\u00eds Filipe","family":"Lages Martins","sequence":"first","affiliation":[{"name":"LNEC\u2014National Laboratory for Civil Engineering, Scientific Instrumentation Centre, 1700-066 Lisboa, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-9640-455X","authenticated-orcid":false,"given":"Ana Isabel","family":"Marques","sequence":"additional","affiliation":[{"name":"LNEC\u2014National Laboratory for Civil Engineering, Buildings Department, 1700-066 Lisboa, Portugal"}]},{"given":"\u00c1lvaro","family":"Silva Ribeiro","sequence":"additional","affiliation":[{"name":"LNEC\u2014National Laboratory for Civil Engineering, Scientific Instrumentation Centre, 1700-066 Lisboa, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4873-7979","authenticated-orcid":false,"given":"Paulo","family":"Candeias","sequence":"additional","affiliation":[{"name":"LNEC\u2014National Laboratory for Civil Engineering, Structures Department, 1700-066 Lisboa, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7135-8603","authenticated-orcid":false,"given":"Maria do Ros\u00e1rio","family":"Veiga","sequence":"additional","affiliation":[{"name":"LNEC\u2014National Laboratory for Civil Engineering, Buildings Department, 1700-066 Lisboa, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4041-3841","authenticated-orcid":false,"given":"Jo\u00e3o","family":"Gomes Ferreira","sequence":"additional","affiliation":[{"name":"CERIS, IST, Ulisboa, 1649-004 Lisboa, Portugal"}]}],"member":"1968","published-online":{"date-parts":[[2020,1,3]]},"reference":[{"key":"ref_1","unstructured":"Tomassetti, U., Correia, A.A., Graziotti, F., Marques, A.I., Mandirola, M., and Candeias, P.X. (2017). Collapse Shaking Table Test on a URM Cavity Wall Building Representative of a Dutch Terraced House, Eucentre. Eucentre Research Report."},{"key":"ref_2","unstructured":"Correia, A.A., Marques, A.I., Bernardo, V., Grottoli, L., Tomassetti, U., and Graziotti, F. (2017). Shake Table Test up to Collapse on a Roof Substructure of a Dutch Terraced House, Eucentre. Eucentre Research Report."},{"key":"ref_3","unstructured":"Kallioras, S., Correia, A.A., Marques, A.I., Bernardo, V., Candeias, P.X., and Graziotti, F. (2018). LNEC-Build-3: An Incremental Shake-Table Test on a Dutch URM Detached House with Chimneys, Eucentre. Eucentre Research Report EUC203\/2018U."},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"254","DOI":"10.1016\/j.compstruct.2014.02.020","article-title":"Micromechanical analysis of adobe masonry as two-component composite: Influence of bond and loading schemes","volume":"112","author":"Caporale","year":"2014","journal-title":"Compos. 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