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Dynamic analysis of a Friction Pendulum Isolation System (FPS) under earthquake excitation

Lousidis Antonios

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URIhttp://purl.tuc.gr/dl/dias/32509CD6-82BB-494D-B670-AE1F3759539D-
Identifierhttps://doi.org/10.26233/heallink.tuc.34291-
Languageen-
Extent5.03 megabytesen
TitleΜελέτη σεισμικής μόνωσης τύπου FPSel
TitleDynamic analysis of a Friction Pendulum Isolation System (FPS) under earthquake excitationen
CreatorLousidis Antoniosen
CreatorΛουσιδης Αντωνιοςel
Contributor [Thesis Supervisor]Stavroulakis Georgiosen
Contributor [Thesis Supervisor]Σταυρουλακης Γεωργιοςel
Contributor [Committee Member]Antoniadis Aristomenisen
Contributor [Committee Member]Αντωνιαδης Αριστομενηςel
Contributor [Committee Member]Stavroulaki Mariaen
Contributor [Committee Member]Σταυρουλακη Μαριαel
PublisherΠολυτεχνείο Κρήτηςel
PublisherTechnical University of Creteen
Academic UnitΠολυτεχνείο Κρήτης::Σχολή Μηχανικών Παραγωγής και Διοίκησηςel
DescriptionA thesis submitted in fulfillment of the requirements for the degree of Diploma of engineering in the Institute of Computational Mechanics and Optimization. Department of Production Engineering and Management.en
Content SummaryBase isolation systems have become a significant element of a structure to enhance reliability during an earthquake excitation. It is an acknowledged method to reduce the transmission of ground acceleration into the structural system, by increasing the natural period of the structure. The need for a base isolation system may arise in an area of high seismic activity, if increased safety and post-earthquake operability is required. One kind of methods of base isolation is the Friction Pendulum Isolation System (FPS). This study centres on the development of a dynamic responce analysis of a structural scheme isolated with frictional pendulum system. Results of the mathematical model developed are presented for two structure examples. The first one deals with the seismic response of a conventional fix-based rigid superstructure and the second one presents the earthquake response of a base isolated building supported on (FPS) isolators. Both structural schemes subjected on the Kobe earthquake and a numerical simulation is performed in order to demonstrate the effectiveness and applicability of the (FPS) system.en
Type of ItemΔιπλωματική Εργασίαel
Type of ItemDiploma Worken
Licensehttp://creativecommons.org/licenses/by-nc-nd/4.0/en
Date of Item2015-10-05-
Date of Publication2015-
SubjectIsolation, Bioticen
SubjectIsolation mechanismsen
SubjectReproductive isolation mechanismsen
Subjectisolating mechanismsen
Subjectisolation bioticen
Subjectisolation mechanismsen
Subjectreproductive isolation mechanismsen
SubjectAseismic designen
SubjectSeismic designen
Subjectearthquake resistant designen
Subjectaseismic designen
Subjectseismic designen
SubjectStavros Niarchos Foundation Cultural Centeren
Bibliographic CitationAntonios Lousidis, "Dynamic analysis of a Friction Pendulum Isolation System (FPS) under earthquake excitation", Diploma Work, School of Production Engineering and Management, Technical University of Crete, Chania, Greece, 2015el
Bibliographic CitationΑντώνιος Λουσίδης, "Μελέτη σεισμικής μόνωσης τύπου FPS", Διπλωματική Εργασία, Σχολή Μηχανικών Παραγωγής και Διοίκησης, Πολυτεχνείο Κρήτης, Χανιά, Ελλάς, 2015el

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