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

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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

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