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Technical University of Crete
Technical University of Crete
EN
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EL
| URI | http://purl.tuc.gr/dl/dias/32509CD6-82BB-494D-B670-AE1F3759539D | - |
| Identifier | https://doi.org/10.26233/heallink.tuc.34291 | - |
| Language | en | - |
| Extent | 5.03 megabytes | en |
| Title | Μελέτη σεισμικής μόνωσης τύπου FPS | el |
| Title | Dynamic analysis of a Friction Pendulum Isolation System (FPS) under earthquake excitation | en |
| Creator | Lousidis Antonios | en |
| Creator | Λουσιδης Αντωνιος | el |
| Contributor [Thesis Supervisor] | Stavroulakis Georgios | en |
| Contributor [Thesis Supervisor] | Σταυρουλακης Γεωργιος | el |
| Contributor [Committee Member] | Antoniadis Aristomenis | en |
| Contributor [Committee Member] | Αντωνιαδης Αριστομενης | el |
| Contributor [Committee Member] | Stavroulaki Maria | en |
| Contributor [Committee Member] | Σταυρουλακη Μαρια | el |
| Publisher | Πολυτεχνείο Κρήτης | el |
| Publisher | Technical University of Crete | en |
| Academic Unit | Πολυτεχνείο Κρήτης::Σχολή Μηχανικών Παραγωγής και Διοίκησης | el |
| Description | A 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 Summary | Base 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 Item | Διπλωματική Εργασία | el |
| Type of Item | Diploma Work | en |
| License | http://creativecommons.org/licenses/by-nc-nd/4.0/ | en |
| Date of Item | 2015-10-05 | - |
| Date of Publication | 2015 | - |
| Subject | Isolation, Biotic | en |
| Subject | Isolation mechanisms | en |
| Subject | Reproductive isolation mechanisms | en |
| Subject | isolating mechanisms | en |
| Subject | isolation biotic | en |
| Subject | isolation mechanisms | en |
| Subject | reproductive isolation mechanisms | en |
| Subject | Aseismic design | en |
| Subject | Seismic design | en |
| Subject | earthquake resistant design | en |
| Subject | aseismic design | en |
| Subject | seismic design | en |
| Subject | Stavros Niarchos Foundation Cultural Center | en |
| Bibliographic Citation | Antonios 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, 2015 | el |
| Bibliographic Citation | Αντώνιος Λουσίδης, "Μελέτη σεισμικής μόνωσης τύπου FPS", Διπλωματική Εργασία, Σχολή Μηχανικών Παραγωγής και Διοίκησης, Πολυτεχνείο Κρήτης, Χανιά, Ελλάς, 2015 | el |
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