{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,14]],"date-time":"2026-04-14T05:17:05Z","timestamp":1776143825476,"version":"3.50.1"},"reference-count":29,"publisher":"FapUNIFESP (SciELO)","issue":"2","license":[{"start":{"date-parts":[[2020,4,1]],"date-time":"2020-04-01T00:00:00Z","timestamp":1585699200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"},{"start":{"date-parts":[[2020,4,1]],"date-time":"2020-04-01T00:00:00Z","timestamp":1585699200000},"content-version":"am","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"},{"start":{"date-parts":[[2020,4,1]],"date-time":"2020-04-01T00:00:00Z","timestamp":1585699200000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Rev. IBRACON Estrut. Mater."],"abstract":"<jats:p>Abstract The geometric characterization and evaluation of structural integrity are challenges for the preservation of historical buildings. The challenges are associated to the lack of constructive records, material diversity, access and contact restrictions, and sample extraction. Non-destructive tests are indicated in these cases. The objective of this paper is to evaluate the Ground Penetrating Radar (GPR) technique with 1.2 GHz antenna in the study of the determination of material thickness and discontinuities in the masonry shells of the Theatro Municipal do Rio de Janeiro, a heritage built in early 20th century, with high historical and cultural value. With paintings by renowned artists on their intrados, the domes and vault of brick masonry were at risk of collapse in the 1970s due to differential settlements in the supports and moisture, compromising their paintings. A strengthening intervention was carried out in 1976. Considering the masonry of bricks the main component, the electromagnetic wave propagation velocity was determined as 0,15 m\/ns in one of the support walls, allowing to estimate the thicknesses of the elements ranging between 20 and 31 cm. Materials incorporated into the structure were identified: reinforcement, metal inserts and bricks. However, the frequency of the antenna did not allow the detection of damages. The application of the GPR to the characterization of materials and investigation of the integrity of the domes of the Theatro Municipal highlights the potential of this technology to study heritage and other constructions.<\/jats:p>","DOI":"10.1590\/s1983-41952020000200006","type":"journal-article","created":{"date-parts":[[2020,6,1]],"date-time":"2020-06-01T12:49:43Z","timestamp":1591015783000},"page":"274-297","source":"Crossref","is-referenced-by-count":3,"title":["Evaluation of the GPR (1.2 GHz) technique in the characterization of masonry shells of the Theatro Municipal do Rio de Janeiro"],"prefix":"10.1590","volume":"13","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-4246-894X","authenticated-orcid":false,"given":"D. C. B.","family":"CINTRA","sequence":"first","affiliation":[{"name":"Pontif\u00edcia Universidade Cat\u00f3lica do Rio de Janeiro,  Brazil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7539-2879","authenticated-orcid":false,"given":"P. M. B.","family":"MANH\u00c3ES","sequence":"additional","affiliation":[{"name":"Pontif\u00edcia Universidade Cat\u00f3lica do Rio de Janeiro,  Brazil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7575-411X","authenticated-orcid":false,"given":"F. M. C. P.","family":"FERNANDES","sequence":"additional","affiliation":[{"name":"Universidade Lus\u00edada - Norte,  Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4644-120X","authenticated-orcid":false,"given":"D. M.","family":"ROEHL","sequence":"additional","affiliation":[{"name":"Pontif\u00edcia Universidade Cat\u00f3lica do Rio de Janeiro,  Brazil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4066-1765","authenticated-orcid":false,"given":"J. T.","family":"ARARUNA J\u00daNIOR","sequence":"additional","affiliation":[{"name":"Pontif\u00edcia Universidade Cat\u00f3lica do Rio de Janeiro,  Brazil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-6749-9967","authenticated-orcid":false,"given":"E. S.","family":"S\u00c1NCHEZ FILHO","sequence":"additional","affiliation":[{"name":"Universidade Federal Fluminense,  Brazil"}]}],"member":"530","published-online":{"date-parts":[[2020,4]]},"reference":[{"key":"ref1","series-title":"\u201cRecommendations for the analysis, conservation and structural restoration of architectural heritage\u201d","year":"2003"},{"key":"ref2","doi-asserted-by":"crossref","first-page":"131","DOI":"10.1016\/j.conbuildmat.2012.03.003","article-title":"\u201cDescription of the general outlines of the French project SENSO - Quality assessment and limits of different NDT methods\u201d","volume":"35","author":"BALAYSSAC J. P.","year":"2012","journal-title":"Construction and Building Materials"},{"issue":"2","key":"ref3","doi-asserted-by":"crossref","first-page":"11","DOI":"10.3390\/jimaging2020011","article-title":"\u201cReview of Active IR Thermography for Detection and Characterization of Defects in Reinforced Concrete\u201d","volume":"2","author":"MILOVANOVI\u0106 B.","year":"2016","journal-title":"Journal of Imaging"},{"key":"ref4","first-page":"393","article-title":"\u201cApplication field-specific synthesizing of sensing technology - civil engineering application of ground-penetrating radar sensing technology\u201d. Reference Module in Material Science and Materials Engineering","volume":"13","author":"BENEDETTO A.","year":"2014","journal-title":"Comprehensive Materials Processing"},{"key":"ref5","author":"MANH\u00c3ES P. M. 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P","year":"2009"},{"key":"ref27","first-page":"188","article-title":"\u201cRecupera\u00e7\u00e3o estrutural das c\u00fapulas do foyer do Theatro Municipal do Rio de Janeiro\u201d","author":"SCHIROS L. M","year":"1978","journal-title":"Col\u00f3quio sobre Patologia do Concreto e Recupera\u00e7\u00e3o Estrutural - Instituto Brasileiro do Concreto (IBRACON),"},{"key":"ref28","series-title":"Reflex2D Quick","author":"SANDMEIER G. 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