Seismic assessment of a 7-storey existing reinforced concrete building located in Larissa, Greece.

Taghrat, Marwane

dc.contributor.author	Taghrat, Marwane	en
dc.date.accessioned	2022-10-20T09:46:24Z
dc.date.available	2022-10-20T09:46:24Z
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/55966
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.23664
dc.rights	Default License
dc.subject	Pushover	en
dc.subject	Hazard	en
dc.subject	Assessment	en
dc.subject	Fragility	en
dc.subject	Earthquake	en
dc.title	Seismic assessment of a 7-storey existing reinforced concrete building located in Larissa, Greece.	en
heal.type	masterThesis
heal.classification	Structural Engineering	en
heal.language	en
heal.access	campus
heal.recordProvider	ntua	el
heal.publicationDate	2022-06-29
heal.abstract	The study concerns the seismic assessment of a seven-storey building made of reinforced concrete, which was built in 1999 in the city of Larissa, Greece. This study is based on the basic principles, criteria and provisions of the Greek code for structural interventions (KAN.EPE.). As this is a costly and time-consuming process, whenever a rapid determination of a building lateral-load capacity is necessary, simplified methods for seismic assessment are employed. Initially, the Rapid Visual Inspection method was executed, which classified the building in the priority category for further checking. Then, the 2nd level seismic assessment methods proposed by Dritsos S. and Vougioukas E. were applied and the base shear capacity was approximated. In addition, a nonlinear static analysis was performed per the Greek code for structural interventions (KAN.EPE.) via the SeismoBuild software and a comparative evaluation of the results of the above methods was performed. As a part of the study, using the results of the nonlinear static analysis and with the help of the SPO2FRAG software, the fragility curves of the building were assessed. Then, the cost of the necessary repairs to structural (columns, beams, etc.) and non-structural elements for various levels of damage was estimated. Finally, the data above were used in the PACT FEMA P-58 software to estimate the average annual repair losses due to earthquakes.	en
heal.advisorName	Βαμβάτσικος, Δημήτριος	el
heal.committeeMemberName	Αβραάμ, Τάσος	el
heal.committeeMemberName	Θανόπουλος, Παύλος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών	el
heal.academicPublisherID	ntua
heal.numberOfPages	67 σ.	el
heal.fullTextAvailability	false