Behaviour of a bridge on pylons moved differently

Michaltsos, GT; Spyrakos, K; Konstantakopoulos, TG

dc.contributor.author	Michaltsos, GT	en
dc.contributor.author	Spyrakos, K	en
dc.contributor.author	Konstantakopoulos, TG	en
dc.date.accessioned	2014-03-01T02:50:19Z
dc.date.available	2014-03-01T02:50:19Z
dc.date.issued	2006	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/35052
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-56249147863&partnerID=40&md5=582a04be68f6870874085a6563e357f8	en
dc.subject.other	Bridges	en
dc.subject.other	Equations of motion	en
dc.subject.other	Galerkin methods	en
dc.subject.other	Seismology	en
dc.subject.other	Steel	en
dc.subject.other	Steel bridges	en
dc.subject.other	Steel construction	en
dc.subject.other	Steel structures	en
dc.subject.other	Earthquake motions	en
dc.subject.other	Galerkin's methods	en
dc.subject.other	Illustrative examples	en
dc.subject.other	SIMPLE models	en
dc.subject.other	Dynamic response	en
dc.title	Behaviour of a bridge on pylons moved differently	en
heal.type	conferenceItem	en
heal.publicationDate	2006	en
heal.abstract	This paper, proposes a simple model for the study of the dynamic response of multi-span steel bridges on high pylons subjected to the action of earthquake motion spatially varied. The analysis is carried out with the use of modal modes while the solution of the gathered integral-differential equations is solved through the use of Galerkin's method and Laplace's transformation. Illustrative examples are presented and useful conclusions are gathered. © 2006 Taylor & Francis Group.	en
heal.journalName	Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006	en
dc.identifier.spage	527	en
dc.identifier.epage	532	en