Evaluation of seismic adequacy and reinforcement of an existing buinding based on KAN.EPE.

Αγγελή, Κωνσταντίνα; Angeli, Konstantina

dc.contributor.author	Αγγελή, Κωνσταντίνα	el
dc.contributor.author	Angeli, Konstantina	en
dc.date.accessioned	2018-05-10T09:01:04Z
dc.date.available	2018-05-10T09:01:04Z
dc.date.issued	2018-05-10
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/46923
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.15412
dc.rights	Default License
dc.subject	Ενίσχυση	el
dc.subject	Αποτίμηση	el
dc.subject	ΚΑΝ.ΕΠΕ.	el
dc.subject	Κυκλικά υποστυλώματα	el
dc.subject	Reinforcement	en
dc.subject	Seismic evaluation	el
dc.subject	KAN.EPE.	el
dc.subject	Cyclic columns	el
dc.subject	Στατική ανελαστική ανάλυση	el
dc.subject	Pushover analysis	en
dc.title	Evaluation of seismic adequacy and reinforcement of an existing buinding based on KAN.EPE.	en
dc.title	Αποτίμηση σεισμικής συμπεριφοράς και ενίσχυση υφιστάμενης κατασκευής με βάση τον ΚΑΝ.ΕΠΕ.	el
heal.type	bachelorThesis
heal.classification	Δομική μηχανική	el
heal.classificationURI	http://data.seab.gr/concepts/02ff9f78ea1b299eed7001f9a8e3902c523bf335
heal.language	el
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2018-03-23
heal.abstract	Αποτίμηση της σεισμικής συμπεριφοράς ενός υφιστάμενου κτιρίου από οπλισμένο σκυρόδεμα,σύμφωνα με τις ισχύουσες διατάξεις του Ελληνικού Κανονισμού Επεμβάσεων.(ΚΑΝ.ΕΠΕ.) Εκτίμηση της φέρουσας ικανότητάς του και διερεύνηση της ανάγκης ή όχι ενίσχυσής του,με χρήση της μεθόδου της στατικής ανελαστικής ανάλυσης(pushover),μέσω του λογισμικού ETABS 2015.	el
heal.abstract	This diploma thesis,deals with the evaluation of the seismic adequacy of an existing building made of reinforced concrete,accordi ng to the applicable regulations of the Greek Code for Structural Interventions.(KAN.EPE.) Specifically,the carrying capacity of the building was assessed and then the need for reinforcement was investigated,using the method of pushover analysis.The simula tion of the building as well as the analysis,were performed using the software ETABS v15.2.0.In more details : In chapter 1,the subject of the thesis is described,as well as the code used for the analysis. In chapter 2,a theoretical approach of the evaluati on of the seismic capacity is carried out,by analyzing certain terms of the current anti - seismic codes and mentioning relevant provisions of KAN.EPE. In chapter 3,the morphology of the examined building and its simulation in the software is presented.A met hod for the simulation of plastic hinges on circular columns is also mentioned. In chapter 4,pushover analysis is described and applied on the examined building,followed by the evaluation of its carrying capacity.Through this process,the need to take reinf orcement measures also emerges. In chapter 5,alternative ways of structures' reinforcement are mentioned,while the most appropriate of them is chosen and then the process of chapter 4 is repeated,in order to check if the building has reached the desired pe rformance point.Some additional checks are performed on shear walls and the center of rigidity is also calculated. In chapter 6,the conclusions of the thesis are presented,while commenting the results about the building's behaviour.	en
heal.advisorName	Βουγιούκας, Εμμανουήλ	el
heal.committeeMemberName	Σπηλιόπουλος, Κωνσταντίνος	el
heal.committeeMemberName	Μπαδογιάννης, Ευστράτιος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Δομοστατικής. Εργαστήριο Οπλισμένου Σκυροδέματος	el
heal.academicPublisherID	ntua
heal.numberOfPages	96 σ.
heal.fullTextAvailability	true