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Repair mortars for the Byzantine masonries restoration interventions providing earthquake protection

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dc.contributor.author Moropoulou, A en
dc.contributor.author Aggelakopoulou, E en
dc.contributor.author Athanasiadou, K en
dc.contributor.author Xatziantoniou, K en
dc.contributor.author Kollias, S en
dc.date.accessioned 2014-03-01T02:49:35Z
dc.date.available 2014-03-01T02:49:35Z
dc.date.issued 2003 en
dc.identifier.issn 1361617X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/34619
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-2942657059&partnerID=40&md5=51edf9ff42dceed704792bdb3d1221db en
dc.subject.other Byzantine masonries en
dc.subject.other Interventions en
dc.subject.other Mechanical compatibility en
dc.subject.other Ultrasonic technique en
dc.subject.other Brick en
dc.subject.other Buildings en
dc.subject.other Data acquisition en
dc.subject.other Earthquake resistance en
dc.subject.other Large scale systems en
dc.subject.other Materials en
dc.subject.other Mortar en
dc.subject.other Pozzolan en
dc.subject.other Repair en
dc.subject.other Restoration en
dc.subject.other Sand en
dc.subject.other Thermoanalysis en
dc.subject.other Masonry construction en
dc.title Repair mortars for the Byzantine masonries restoration interventions providing earthquake protection en
heal.type conferenceItem en
heal.publicationDate 2003 en
heal.abstract The study of the behavior of Byzantine buildings that have presented excellent behavior under earthquakes, such as Hagia Sophia in Istanbul, and the church of St. Michael in Kiev can become a valuable tool for the understanding of earthquake resistant construction techniques and materials. In this work, taking into account the historic Byzantine mortar nature and characteristics, several syntheses of repair mortars addressed to Byzantine masonries are produced and evaluated, aiming to consider the mechanical compatibility to historic ones and therefore to the monuments earthquake protection. Traditional materials (aerial lime, natural pozzolana, sand and brick fragments) are used for the mortar synthesis production, according to the data obtained by the characterization of historic mortars. The produced mortars were evaluated over periods of 3 and 6 months using mechanical tests (compressive, flexural) for the determination of mechanical strength and an ultrasonic technique for the determination of the dynamic modulus of elasticity. Furthermore, thermal analyses (DTA-TG) were performed for the chemical evolution evaluation of these composite systems in time. The obtained results indicate that the lime natural pozzolana mortar presented a sufficient mechanical behavior, analogous to historic mortars, while the lime presented the lowest ratio of fc/ff, that reveals an elastic behavior. All the examined mortars seem to be in progress after 6 months of curing, a fact that is confirmed by the rate of mechanical evolution and from Ca(OH)2 conversion. en
heal.journalName Advances in Earthquake Engineering en
dc.identifier.volume 13 en
dc.identifier.spage 253 en
dc.identifier.epage 260 en


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