Evaluation of the seismic response of masonry buildings based on energy functions

Benedetti, D; Carydis, P; Limongelli, MP

dc.contributor.author	Benedetti, D	en
dc.contributor.author	Carydis, P	en
dc.contributor.author	Limongelli, MP	en
dc.date.accessioned	2014-03-01T01:16:34Z
dc.date.available	2014-03-01T01:16:34Z
dc.date.issued	2001	en
dc.identifier.issn	0098-8847	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/14087
dc.subject	Damage index	en
dc.subject	Energy functions	en
dc.subject	Masonry buildings	en
dc.subject	Strengthening	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Engineering, Geological	en
dc.subject.other	Beams and girders	en
dc.subject.other	Earthquake resistance	en
dc.subject.other	Energy absorption	en
dc.subject.other	Energy dissipation	en
dc.subject.other	Seismology	en
dc.subject.other	Structural analysis	en
dc.subject.other	Masonry buildings	en
dc.subject.other	Brick buildings	en
dc.subject.other	masonry	en
dc.subject.other	seismic response	en
dc.subject.other	shaking table test	en
dc.subject.other	structural response	en
dc.title	Evaluation of the seismic response of masonry buildings based on energy functions	en
heal.type	journalArticle	en
heal.identifier.primary	10.1002/eqe.52	en
heal.identifier.secondary	http://dx.doi.org/10.1002/eqe.52	en
heal.language	English	en
heal.publicationDate	2001	en
heal.abstract	This work is based on energies evaluated from the responses of 12 stone and brick masonry systems subjected to 58 shaking table tests. The evolution of input energy during a damaging base excitation is correlated to the change of the damage patterns of the considered buildings. The comparison among energies dissipated and absorbed by the buildings during the various shocks gives some hints on strengthening strategies. It is found that damage to spandrel beams produces a more significant energy absorption than other types of damage. Copyright (C) 2001 John Wiley & Sons, Ltd.	en
heal.publisher	JOHN WILEY & SONS LTD	en
heal.journalName	Earthquake Engineering and Structural Dynamics	en
dc.identifier.doi	10.1002/eqe.52	en
dc.identifier.isi	ISI:000169696600007	en
dc.identifier.volume	30	en
dc.identifier.issue	7	en
dc.identifier.spage	1061	en
dc.identifier.epage	1081	en