Η παρούσα διπλωματική εργασία επιδιώκει τη διερρεύνηση της αξιοπιστίας δομικών στοιχείων από οπλισμένο σκυρόδεμα υπό τις διατάξεις των Ευρωκωδίκων.

Τσαλουχίδης, Κωνσταντίνος Θεόδωρος; Tsalouchidis, Konstantinos Theodoros

dc.contributor.author	Τσαλουχίδης, Κωνσταντίνος Θεόδωρος	el
dc.contributor.author	Tsalouchidis, Konstantinos Theodoros	en
dc.date.accessioned	2016-09-15T10:11:06Z
dc.date.available	2016-09-15T10:11:06Z
dc.date.issued	2016-09-15
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/43545
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.12823
dc.rights	Default License
dc.subject	Αξιοπιστία κατασκευών	el
dc.subject	Ανάλυση αξιοπιστίας	el
dc.subject	Ευρωκώδικες	el
dc.subject	Ευρωκώδικας 0	el
dc.subject	Οπλισμένο σκυρόδεμα	el
dc.subject	Structural reliability	en
dc.subject	Reinforced concrete	en
dc.subject	Reliability analysis	en
dc.subject	Eurocodes	en
dc.subject	EN 1990	en
dc.title	Η παρούσα διπλωματική εργασία επιδιώκει τη διερρεύνηση της αξιοπιστίας δομικών στοιχείων από οπλισμένο σκυρόδεμα υπό τις διατάξεις των Ευρωκωδίκων.	el
heal.type	bachelorThesis
heal.classification	Αξιοπιστία κατασκευών	el
heal.language	el
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2016-07-19
heal.abstract	Η παρούσα διπλωματική εργασία επιδιώκει τη διερεύνηση της αξιοπιστίας δομικών στοιχείων από οπλισμένο σκυρόδεμα υπό τις διατάξεις των Ευρωκωδίκων	el
heal.abstract	The broad objective of this study is to examine the reliability of the structural elements of reinforced concrete, according to the Eurocodes provisions (EΛ 1990, EΛ 1991, EΛ 1998). In the first chapter there is an introduction to the broad sense of the stochastic-probabilistic method in structural analysis. Moreover, the fundamentals of the probability theory and statistics, as well as the methods of structural reliability subsequently applied, are analyzed (Monte Carlo simulations and first order reliability method - F.O.R.M). Furthermore, statistic data for the distributions of the load effects, materials strength and the models uncertainty factors that affect the structure design and function, are presented. In the second chapter there is an examination of the probabilistic characteristics of reinforced concrete beams and columns resistance, both in normal and shear stress. The cases examined in the study include adequately every possible configuration of the elements, as far as their geometric features, the analogies of the materials constituting these elements, as well as the features of the distribution of these materials is concerned. The third chapter discusses and investigates the beam reliability, both in bending and shear stress, according to the applying equations (6.10) or (6.10a and 6.10b) as defined by the EN1990.To do so, the results on the probabilistic characteristics of beams resistance, included in the second chapter, have been taken into account. Chapters four, five and six analyze the capacity design requirements for beams in shear strength, columns in shear strength and columns in bending at beam/column joints respectively. Once again, the results of the second chapter have been used, in order to reach conclusions on capacity design reliability. Finally, in the seventh chapter all conclusions derived from the results included in the previous chapters are briefly discussed. Also, there is a comparison among the reliability of each examined case, as well as recommendations to better use the Eurocodes provisions.	en
heal.advisorName	Τρέζος, Κωνσταντίνος	el
heal.committeeMemberName	Βιντζηλαίου, Ελισσάβετ	el
heal.committeeMemberName	Ζέρης, Χρήστος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Δομοστατικής. Εργαστήριο Οπλισμένου Σκυροδέματος	el
heal.academicPublisherID	ntua
heal.numberOfPages	105 σ.	el
heal.fullTextAvailability	true