{"id":{"repo_id":"greece","oai_identifier":"oai:10442/0056"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/0056","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"Μέθοδος στατικής και δυναμικής αναλύσεως χθαμαλών κελυφών με ορθογωνική κάτοψη","abstract":"THE DEVELOPMENT OF A UNIFIED METHODOLOGY IS PRESENTED FOR THE ANALYTIC SOLUTION OF THE STATIC AND DYNAMIC PROBLEM OF SHALLOW SHELLS WITH A RECTANGULAR BASE.THE SHALLOW SHELLS HAVE PRACTICALLY, ARBITRARY GEOMETRY AND VARIOUS BOUNDARY CONDITIONS. MORE SPECIFICALLY THE ELLIPTIC AND HYPERBOLIC, PARABOLOID, THE HYPAR, THE CONSIDAL PARABOLIC AND THE SOAP-BUBBLE PARABOLIC SHELL ARE ANALYSED. ACOMPUTER PROGRAM HAS BEEN WRITTEN FOR THE STATIC AND/OR DYNAMIC ANALYSIS OF THESE SHELLS AND FINALLY, SIMPLE EXPRESSIONS ARE DEVELOPED FOR THE DIRECT COMPUTATION OF THE CHARACTERISTIC NON-DIMENSIONALIZED STATIC AND DYNAMIC QUANTITIES IN EACH CASE.","abstract_html":"THE DEVELOPMENT OF A UNIFIED METHODOLOGY IS PRESENTED FOR THE ANALYTIC SOLUTION OF THE STATIC AND DYNAMIC PROBLEM OF SHALLOW SHELLS WITH A RECTANGULAR BASE.THE SHALLOW SHELLS HAVE PRACTICALLY, ARBITRARY GEOMETRY AND VARIOUS BOUNDARY CONDITIONS. MORE SPECIFICALLY THE ELLIPTIC AND HYPERBOLIC, PARABOLOID, THE HYPAR, THE CONSIDAL PARABOLIC AND THE SOAP-BUBBLE PARABOLIC SHELL ARE ANALYSED. ACOMPUTER PROGRAM HAS BEEN WRITTEN FOR THE STATIC AND/OR DYNAMIC ANALYSIS OF THESE SHELLS AND FINALLY, SIMPLE EXPRESSIONS ARE DEVELOPED FOR THE DIRECT COMPUTATION OF THE CHARACTERISTIC NON-DIMENSIONALIZED STATIC AND DYNAMIC QUANTITIES IN EACH CASE.","abstract_has_math":false,"creators":["Σταυρίδης, Λεωνίδας"],"institution":"National Technical University of Athens (NTUA)","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1986,"date_issued":"1986","date_published":"1986","updated_at":"2026-07-24T02:25:21Z","subjects":["Δυναμική","Κελύφωτες κατασκευές","Μητρώα","Στατική","Dynamics","Matrices","Shell structures","Statics","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"languages":["gre"],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["10.12681/eadd/0056"],"render_values":[{"text":"10.12681/eadd/0056","href":"https://doi.org/10.12681/eadd/0056","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/0056","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Σταυρίδης, Λεωνίδας"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["1986"]},{"key":"dc:publisher","label":"Institution","values":["National Technical University of Athens (NTUA)","Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)"]},{"key":"dc:type","label":"Dc Type","values":["PhD Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Δυναμική","Κελύφωτες κατασκευές","Μητρώα","Στατική","Dynamics","Matrices","Shell structures","Statics","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["gre"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["10.12681/eadd/0056","http://hdl.handle.net/10442/hedi/0056"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["THE DEVELOPMENT OF A UNIFIED METHODOLOGY IS PRESENTED FOR THE ANALYTIC SOLUTION OF THE STATIC AND DYNAMIC PROBLEM OF SHALLOW SHELLS WITH A RECTANGULAR BASE.THE SHALLOW SHELLS HAVE PRACTICALLY, ARBITRARY GEOMETRY AND VARIOUS BOUNDARY CONDITIONS. MORE SPECIFICALLY THE ELLIPTIC AND HYPERBOLIC, PARABOLOID, THE HYPAR, THE CONSIDAL PARABOLIC AND THE SOAP-BUBBLE PARABOLIC SHELL ARE ANALYSED. ACOMPUTER PROGRAM HAS BEEN WRITTEN FOR THE STATIC AND/OR DYNAMIC ANALYSIS OF THESE SHELLS AND FINALLY, SIMPLE EXPRESSIONS ARE DEVELOPED FOR THE DIRECT COMPUTATION OF THE CHARACTERISTIC NON-DIMENSIONALIZED STATIC AND DYNAMIC QUANTITIES IN EACH CASE.","ΕΠΙΧΕΙΡΕΙΤΑΙ Η ΑΝΑΠΤΥΞΗ ΜΙΑΣ ΕΝΙΑΙΑΣ ΜΕΘΟΔΟΛΟΓΙΑΣ ΓΙΑ ΤΗΝ ΑΝΑΛΥΤΙΚΗ ΑΝΤΙΜΕΤΩΠΙΣΗ ΤΟΣΟ ΤΟΥ ΣΤΑΤΙΚΟΥ ΟΣΟ ΚΑΙ ΤΟΥ ΔΥΝΑΜΙΚΟΥ ΠΡΟΒΛΗΜΑΤΟΣ ΤΩΝ ΧΘΑΜΑΛΩΝ ΚΕΛΥΦΩΝ ΜΕΟΡΘΟΓΩΝΙΚΗ ΚΑΤΟΨΗ ΚΑΙ ΠΡΑΚΤΙΚΑ ΑΥΘΑΙΡΕΤΗ ΓΕΩΜΕΤΡΙΑ ΥΠΟ ΔΙΑΦΟΡΟΥΣ ΤΥΠΟΥΣ ΣΥΝΟΡΙΑΚΩΝ ΣΥΝΘΗΚΩΝ. ΕΙΔΙΚΩΣ ΕΞΕΤΑΖΟΝΤΑΙ ΤΟ ΕΛΛΕΙΠΤΙΚΟ ΚΑΙ ΥΠΕΡΒΟΛΙΚΟ ΠΑΡΑΒΟΛΟΕΙΔΕΣ, ΤΟ ΥΠΕΡΒΟΛΙΚΟ ΠΑΡΑΒΟΛΟΕΙΔΕΣ ΜΕ ΕΥΘΥΓΡΑΜΜΑ ΑΚΡΑ, ΤΟ ΚΩΝΟΕΙΔΕΣ ΠΑΡΑΒΟΛΙΚΟ ΚΑΙ ΤΟ ΥΜΕΝΟΕΙΔΕΣ ΠΑΡΑΒΟΛΙΚΟ ΚΕΛΥΦΟΣ ΜΕ ΒΑΣΗ ΔΕ ΚΑΤΑΡΤΙΖΟΜΕΝΟ ΕΝΙΑΙΟ ΠΡΟΓΡΑΜΜΑ ΗΛΕΚΤΡΟΝΙΚΟΥ ΥΠΟΛΟΓΙΣΤΗ ΓΙΑ ΤΟΝ ΣΤΑΤΙΚΟ 'Η ΔΥΝΑΜΙΚΟ ΥΠΟΛΟΓΙΣΜΟ ΤΩΝ ΚΕΛΥΦΩΝ, ΑΥΤΩΝ, ΔΕΙΧΝΕΤΑΙ, ΤΕΛΙΚΑ Η ΔΥΝΑΤΟΤΗΤΑ ΔΙΑΤΥΠΩΣΕΩΣ ΑΠΛΗΣ ΕΚΦΡΑΣΕΩΣ ΓΙΑ ΤΟΝ ΑΜΕΣΟ ΚΑΙ ΜΕ ΙΚΑΝΟΠΟΙΗΤΙΚΗ ΠΡΟΣΕΓΓΙΣΗ ΚΑΘΟΡΙΣΜΟ ΤΩΝ ΧΑΡΑΚΤΗΡΙΣΤΙΚΩΝ ΑΔΙΑΣΤΑΤΟΠΟΙΗΜΕΝΩΝΣΤΑΤΙΚΩΝ ΚΑΙ ΔΥΝΑΜΙΚΩΝ ΜΕΓΕΘΩΝ ΣΕ ΚΑΘΕ ΠΕΡΙΠΤΩΣΗ."]},{"key":"dc:title","label":"Title","values":["Μέθοδος στατικής και δυναμικής αναλύσεως χθαμαλών κελυφών με ορθογωνική κάτοψη","A method for the static and dynamic analysis of shallow shells with rectangularbase"]}]}],"canonical_facts":{"dc:creator":["Σταυρίδης, Λεωνίδας"],"dc:date":["1986"],"dc:description":["THE DEVELOPMENT OF A UNIFIED METHODOLOGY IS PRESENTED FOR THE ANALYTIC SOLUTION OF THE STATIC AND DYNAMIC PROBLEM OF SHALLOW SHELLS WITH A RECTANGULAR BASE.THE SHALLOW SHELLS HAVE PRACTICALLY, ARBITRARY GEOMETRY AND VARIOUS BOUNDARY CONDITIONS. MORE SPECIFICALLY THE ELLIPTIC AND HYPERBOLIC, PARABOLOID, THE HYPAR, THE CONSIDAL PARABOLIC AND THE SOAP-BUBBLE PARABOLIC SHELL ARE ANALYSED. ACOMPUTER PROGRAM HAS BEEN WRITTEN FOR THE STATIC AND/OR DYNAMIC ANALYSIS OF THESE SHELLS AND FINALLY, SIMPLE EXPRESSIONS ARE DEVELOPED FOR THE DIRECT COMPUTATION OF THE CHARACTERISTIC NON-DIMENSIONALIZED STATIC AND DYNAMIC QUANTITIES IN EACH CASE.","ΕΠΙΧΕΙΡΕΙΤΑΙ Η ΑΝΑΠΤΥΞΗ ΜΙΑΣ ΕΝΙΑΙΑΣ ΜΕΘΟΔΟΛΟΓΙΑΣ ΓΙΑ ΤΗΝ ΑΝΑΛΥΤΙΚΗ ΑΝΤΙΜΕΤΩΠΙΣΗ ΤΟΣΟ ΤΟΥ ΣΤΑΤΙΚΟΥ ΟΣΟ ΚΑΙ ΤΟΥ ΔΥΝΑΜΙΚΟΥ ΠΡΟΒΛΗΜΑΤΟΣ ΤΩΝ ΧΘΑΜΑΛΩΝ ΚΕΛΥΦΩΝ ΜΕΟΡΘΟΓΩΝΙΚΗ ΚΑΤΟΨΗ ΚΑΙ ΠΡΑΚΤΙΚΑ ΑΥΘΑΙΡΕΤΗ ΓΕΩΜΕΤΡΙΑ ΥΠΟ ΔΙΑΦΟΡΟΥΣ ΤΥΠΟΥΣ ΣΥΝΟΡΙΑΚΩΝ ΣΥΝΘΗΚΩΝ. ΕΙΔΙΚΩΣ ΕΞΕΤΑΖΟΝΤΑΙ ΤΟ ΕΛΛΕΙΠΤΙΚΟ ΚΑΙ ΥΠΕΡΒΟΛΙΚΟ ΠΑΡΑΒΟΛΟΕΙΔΕΣ, ΤΟ ΥΠΕΡΒΟΛΙΚΟ ΠΑΡΑΒΟΛΟΕΙΔΕΣ ΜΕ ΕΥΘΥΓΡΑΜΜΑ ΑΚΡΑ, ΤΟ ΚΩΝΟΕΙΔΕΣ ΠΑΡΑΒΟΛΙΚΟ ΚΑΙ ΤΟ ΥΜΕΝΟΕΙΔΕΣ ΠΑΡΑΒΟΛΙΚΟ ΚΕΛΥΦΟΣ ΜΕ ΒΑΣΗ ΔΕ ΚΑΤΑΡΤΙΖΟΜΕΝΟ ΕΝΙΑΙΟ ΠΡΟΓΡΑΜΜΑ ΗΛΕΚΤΡΟΝΙΚΟΥ ΥΠΟΛΟΓΙΣΤΗ ΓΙΑ ΤΟΝ ΣΤΑΤΙΚΟ 'Η ΔΥΝΑΜΙΚΟ ΥΠΟΛΟΓΙΣΜΟ ΤΩΝ ΚΕΛΥΦΩΝ, ΑΥΤΩΝ, ΔΕΙΧΝΕΤΑΙ, ΤΕΛΙΚΑ Η ΔΥΝΑΤΟΤΗΤΑ ΔΙΑΤΥΠΩΣΕΩΣ ΑΠΛΗΣ ΕΚΦΡΑΣΕΩΣ ΓΙΑ ΤΟΝ ΑΜΕΣΟ ΚΑΙ ΜΕ ΙΚΑΝΟΠΟΙΗΤΙΚΗ ΠΡΟΣΕΓΓΙΣΗ ΚΑΘΟΡΙΣΜΟ ΤΩΝ ΧΑΡΑΚΤΗΡΙΣΤΙΚΩΝ ΑΔΙΑΣΤΑΤΟΠΟΙΗΜΕΝΩΝΣΤΑΤΙΚΩΝ ΚΑΙ ΔΥΝΑΜΙΚΩΝ ΜΕΓΕΘΩΝ ΣΕ ΚΑΘΕ ΠΕΡΙΠΤΩΣΗ."],"dc:identifier":["10.12681/eadd/0056","http://hdl.handle.net/10442/hedi/0056"],"dc:language":["gre"],"dc:publisher":["National Technical University of Athens (NTUA)","Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)"],"dc:subject":["Δυναμική","Κελύφωτες κατασκευές","Μητρώα","Στατική","Dynamics","Matrices","Shell structures","Statics","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"dc:title":["Μέθοδος στατικής και δυναμικής αναλύσεως χθαμαλών κελυφών με ορθογωνική κάτοψη","A method for the static and dynamic analysis of shallow shells with rectangularbase"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:21Z"}