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Earthquake resistant design of masonry tower structures

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dc.contributor.author Syrmakezis, CA en
dc.contributor.author Asteris, PG en
dc.contributor.author Sophocleous, AA en
dc.date.accessioned 2014-03-01T02:48:31Z
dc.date.available 2014-03-01T02:48:31Z
dc.date.issued 1997 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/33877
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0030714458&partnerID=40&md5=80014b78f954a649b5cee80c8ef581c6 en
dc.subject.other Compression testing en
dc.subject.other Earthquake resistance en
dc.subject.other Masonry construction en
dc.subject.other Structural analysis en
dc.subject.other Structural loads en
dc.subject.other Bell towers en
dc.subject.other Towers en
dc.title Earthquake resistant design of masonry tower structures en
heal.type conferenceItem en
heal.publicationDate 1997 en
heal.abstract The paper refers to the problem of protection of masonry tower structures against earthquake hazard. This specific category includes several important types of historical structures: chimneys, bell towers, lighthouses, minarets etc. For the complicated response of these structures, there is a lack of knowledge and information concerning their behaviour under seismic actions. In this paper the peculiarities of the response of such structures are investigated. Namely the compression-nontension response and the load distribution along the height of these structures, modifying both significantly the response compared to response of regular building structures, is examined. The structures under consideration present a high degree of vulnerability against earthquakes and usually strengthening is required for their protection. In this paper methods of strengthening and an appropriate analysis and design process, taking into account all these parameters, are proposed. The whole process is illustrated using the case-study of one typical masonry tower structure, the bell tower of Agia Paraskevi in Metsovo, Greece. en
heal.publisher Computational Mechanics Publ, Ashurst, United Kingdom en
heal.journalName International Series on Advances in Architecture en
dc.identifier.volume 3 en
dc.identifier.spage 377 en
dc.identifier.epage 386 en


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