Seismic assessments of unreinforced buildings in Albania

DSpace Repository

Show simple item record

dc.contributor.author Çela, Enkeleida
dc.date.accessioned 2025-01-24T11:13:41Z
dc.date.available 2025-01-24T11:13:41Z
dc.date.issued 2021-03-18
dc.identifier.uri http://dspace.epoka.edu.al/handle/1/2455
dc.description.abstract The study includes analyses of two school structures, one built with retaining unreinforced masonry, where some structural problems because of the degradation of masonry parameters over the years have been identified and the other is new reinforced concrete structure school. In Albania, as a high seismic risk country, it is very important to design and evaluate anti seismic structures. The new and old Albanian design codes do not have established procedures for their seismic evaluation. For this reason, it is necessary to evaluate the carrying capacity of these school structures projects selected in Tirana which are designed in accordance with the old codes [KTP-78, 1978; KTP-89, 1989], nowadays based on the calculation of structural Eurocodes such as EN1996, with ETABS V15.9 software. The new reinforced school in static linear analysis according to EC8 with equivalent wall frame system has been analyzed and the advantages compared to existing masonry have been presented. The educational building is modeled in Etabs where ground data with the geological and seismic study are real en_US
dc.language.iso en en_US
dc.subject retaining unreinforced masonry, seismic evaluation, carrying capacity, stiffness and ductility. en_US
dc.title Seismic assessments of unreinforced buildings in Albania en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Browse

My Account