Shaking table tests on 24 simple masonry buildings

Benedetti, D; Carydis, P; Pezzoli, P

dc.contributor.author	Benedetti, D	en
dc.contributor.author	Carydis, P	en
dc.contributor.author	Pezzoli, P	en
dc.date.accessioned	2014-03-01T01:47:29Z
dc.date.available	2014-03-01T01:47:29Z
dc.date.issued	1998	en
dc.identifier.issn	00988847	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/25222
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0031675928&partnerID=40&md5=d2c0e1eb798851cf81b11e38d9125f20	en
dc.subject	Masonry	en
dc.subject	Modal parameters	en
dc.subject	Retrofitting	en
dc.subject	Shaking table	en
dc.subject.other	Dynamic response	en
dc.subject.other	Earthquake resistance	en
dc.subject.other	Masonry construction	en
dc.subject.other	Mechanical testing	en
dc.subject.other	Model buildings	en
dc.subject.other	Retrofitting	en
dc.subject.other	Strength of materials	en
dc.subject.other	Masonry buildings	en
dc.subject.other	Shaking table tests	en
dc.subject.other	Tall buildings	en
dc.title	Shaking table tests on 24 simple masonry buildings	en
heal.type	journalArticle	en
heal.publicationDate	1998	en
heal.abstract	The paper presents the results of a large experimental programme carried out on models, scaled 1:2, of two-storey masonry buildings. After suffering damage, the models were repaired and strengthened and tested again. A total of 24 buildings were subjected to 119 shaking-table tests, by ISMES (Italy) and LEE (Greece) facilities. The results allow to assess the efficiency of the various strengthening techniques employed and to describe the change of dynamic properties of the systems at the increase of damage. © 1998 John Wiley & Sons, Ltd.	en
heal.journalName	Earthquake Engineering and Structural Dynamics	en
dc.identifier.volume	27	en
dc.identifier.issue	1	en
dc.identifier.spage	67	en
dc.identifier.epage	90	en