Συμβολή των τοιχοπληρώσεων στην ανελαστική απόκριση πολυώροφου κτιρίου

Μεταλλινός, Νικόλαος; Metallinos, Nikolaos

dc.contributor.author	Μεταλλινός, Νικόλαος	el
dc.contributor.author	Metallinos, Nikolaos	en
dc.date.accessioned	2018-02-16T10:04:09Z
dc.date.available	2018-02-16T10:04:09Z
dc.date.issued	2018-02-16
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/46534
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.14841
dc.rights	Default License
dc.subject	Τοιχωπληρώσεις	el
dc.subject	Ανελαστική απόκριση	el
dc.subject	Push over	el
dc.subject	Πολυώροφα	el
dc.subject	Κτίρια	el
dc.subject	Structures	el
dc.subject	Civil	el
dc.subject	Infill walls	el
dc.subject	Σεισμική απόκριση	el
dc.subject	Seismic response	el
dc.subject	Four-storey buildings	el
dc.title	Συμβολή των τοιχοπληρώσεων στην ανελαστική απόκριση πολυώροφου κτιρίου	el
heal.type	bachelorThesis
heal.classification	Ανελαστική ανάλυση κατασκευής	el
heal.language	el
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2017-11-01
heal.abstract	Συμβολή των τοιχολπληρώσεων στην ανελαστική απόκριση πολυώροφου κτιρίου. Μέθοδος pUSHO-OVER και σύγκριση αποτελεσμάτων 4όροφης κατασκευής με και χωρίς τοιχοπληρώσεις	el
heal.abstract	There are a lot of buildings in our country designed and constructed before 1969, namely before the first basic change of the Earthquake Code of 1959, which essentially reflected the knowledge of the decade of 20’ - 30’. What is contributed to this was the absence of strong seismic events, such as tho se which follow in the coming decades that disclosed the weaknesses of the current regulations at that time. The result of the intense reconstruction that prevailed during that decade was the majority of buildings in Greece, especially in large urban cente rs, to be consisted of buildings of this type, which are seismic inadequate according to the new Earthquake codes that were made our current decade. In order for an intervention to be successful and effective, a good knowledge of the expected behavior of t he existing structure in a future strong earthquake is required. So, there are many contemporary Codes, such as American FEMA, KANEPE, EC etc., moving in this direction and aiming to designing and evaluating a structure according to a performance level. Th e aim of this diploma thesis is the investigation of the behavior of a four - storey reinforced concrete building against seismic loads, the assessment of the actual strength it possesses, and the amount that the infill walls participate in rising its durabi lity. It is a four - storey building constructed in 1960, dimensioned according to the Reinforced Code of 1954 and the Earthquake Code of 1959. The building is mainly composed of columns, with shear walls in both the x and y directions. Firstly, the building was stressed by its own weight and a basic spectral analysis. The floor ς were assumed to behave as diaphragms . Furthermore, a seismic excitation was imposed by mixing a variety of old earthquakes that took place in Greece . These were applied to the buildi ng and the response was evaluated . The pushover analysis was carried out under conditions of constant gravity loads and monotonically increasing horizontal loads monitoring the displacement response of a particular node at the top 4 th storey. The analysis software used was SAP2000. After the completion of the above analysis, the infill walls were taken into account in the analysis of the multi - storey building . Every wall, depending on the space - frame ratio, was simulated with cross link sections, and a seco nd pushover analysis was applied to the building. In conclusion, the results of these two pushover analyses of the building with and without the infill walls were compared in order to understand the ir role in the 3 overall structural response . It became evident that up to damage control performance level the structure with the infill walls demonstrate d significant increase in stiffness and strength, which though at higher performance levels tend to diminish approaching those of the bare skeleto n structure	en
heal.advisorName	Κουμούσης, Βλάσης	el
heal.committeeMemberName	Παπαδόπουλος, Βασίλειος	el
heal.committeeMemberName	Λαγαρός, Νικόλαος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Δομοστατικής	el
heal.academicPublisherID	ntua
heal.numberOfPages	83 σ.
heal.fullTextAvailability	true