Αντισεισμικός σχεδιασμός πενταόροφου μεταλλικού κτιρίου με συνδέσμους δυσκαμψίας

Ντάσκα, Άννα; Ntaska, Anna

dc.contributor.author	Ντάσκα, Άννα	el
dc.contributor.author	Ntaska, Anna	en
dc.date.accessioned	2016-07-19T11:45:19Z
dc.date.available	2016-07-19T11:45:19Z
dc.date.issued	2016-07-19
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/43171
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.12044
dc.rights	Default License
dc.subject	Αντισεισμικός σχεδιασμός	el
dc.subject	Πενταόροφο μεταλλικό κτίριο	el
dc.title	Αντισεισμικός σχεδιασμός πενταόροφου μεταλλικού κτιρίου με συνδέσμους δυσκαμψίας	el
heal.type	bachelorThesis
heal.classification	Δομική μηχανική	el
heal.language	el
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2015-11-05
heal.abstract	Μελετήθηκε και σχεδιάστηκε ένα πενταόροφο μεταλλικό κτίριο έναντι στατικών φορτίων,φορτίων ανέμου καθώς και σεισμικών φορτίων,σύμφωνα με τους Ευρωκώδικες.	el
heal.abstract	The subject of this thesis is the seismic design and study of a five -storey office building via the program Robot structural Analysis. Our building is made of steel with composite slabs and composite beams and has cross links at the two main directions. Theories, regulations and methodologies followed to resolve the building as well as the results obtained from the analysis are presenting in detail. More specifically: Chapter 1 gives a presentation of the building, the program, the regulations and the materials used with particular reference to the advantages of steel as a construction material. Chapter 2 presents the loads strain construction and the load combinations with which they were resolved. Chapter 3 presents the analysis and verification of our manufacturing, both for static loads and for seismic loads (through modal response spectrum analysis), which took place through the program ROBOT STRUCTURAL ANALYSIS of Autodesk (except our rafters checked Hand). Indeed for seismic loads incurred and ikanotikoi controls, which are also presented in this chapter. In Chapter 4 is carried dimensioning and control of the composite plate through the program SYMDECK DESIGNER of ELASTRON company. Chapter 5 presents the connections of the construction and the checks carried out to analyze and control them. Finally, Chapter 6 lists the conclusions drawn.	en
heal.advisorName	Θανόπουλος, Παύλος	el
heal.committeeMemberName	Ραυτογιάννης, Ιωάννης	el
heal.committeeMemberName	Αβραάμ, Τάσος	el
heal.committeeMemberName	Θανόπουλος, Παύλος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Δομοστατικής. Εργαστήριο Μεταλλικών Κατασκευών	el
heal.academicPublisherID	ntua
heal.numberOfPages	128 σ.	el
heal.fullTextAvailability	true