Rotational inertia effect on the seismic performance of high way bridges including soil-structure interaction

Zahran, Yahya

dc.contributor.author	Zahran, Yahya	en
dc.date.accessioned	2015-03-17T10:17:03Z
dc.date.available	2015-03-17T10:17:03Z
dc.date.issued	2015-03-17
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/40425
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.4107
dc.description	Εθνικό Μετσόβιο Πολυτεχνείο--Μεταπτυχιακή Εργασία. Διεπιστημονικό-Διατμηματικό Πρόγραμμα Μεταπτυχιακών Σπουδών (Δ.Π.Μ.Σ.) "Analysis and Design of Earthquake Resistant Structures"	el
dc.rights	Default License
dc.subject	Seismic	en
dc.subject	Bridge dynamics	en
dc.subject	ADERS	en
dc.subject	SSI	en
dc.subject	Rocking isolation	en
dc.title	Rotational inertia effect on the seismic performance of high way bridges including soil-structure interaction	en
heal.type	masterThesis
heal.classification	Structural engineering	en
heal.classificationURI	http://skos.um.es/unesco6/330532
heal.language	en
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2014-10-29
heal.abstract	this study attempts to assess the rotational inertia effect on the seismic performance of single column bridges supported by shallow footings. In both cases of conventional design and tyhe new rocking isolation design concepts	en
heal.advisorName	Gazetas, Georgeos	en
heal.advisorName	Γκαζέτας, Γεώργιος	el
heal.committeeMemberName	Gazetas, Georgeos	en
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών	el
heal.academicPublisherID	ntua
heal.numberOfPages	168 p.	en
heal.fullTextAvailability	true