{"id":{"repo_id":"greece","oai_identifier":"oai:10442/0017"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/0017","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"ΥΠΟΛΟΓΙΣΜΟΣ ΦΟΡΕΩΝ ΓΙΑ ΠΛΗΡΕΙΣ ΝΟΜΟΥΣ ΤΩΝ ΔΟΜΙΚΩΝ ΤΟΥΣ ΣΤΟΙΧΕΙΩΝ","abstract":"IN THE PRESENT DISSERTATION SEVERAL DISCRETE STRUCTURAL ANALYSIS PROBLEMS FOR STRUCTURES WITH VARIABLE MECHANICAL BEHAVIOUR ARE STUDIED. THE NOTION OF \"COMPLETE\" CONSTITUTIVE LAW IN MECHANICS IS FIRST INTRODUCED. THE MATHEMATICAL MODEL OF THE STATIC AND DYNAMIC PROBLEM OF STRUCTURES WITH COMPLETE CONSTITUTIVE LAWS OF THEIR ELEMENTS IS NEXT FORMULATED IN THE FORM OF HEMIVARIATIONAL INEQUALITY AND SUBSTATIONARILY PROBLEMS. IN THIS FRAMEWORK THE PROBLEM OF CABLE-STRUCTURESWITH COMPLETE CONSTITUTIVE LAWS IS STUDIED FOR THE CASE OF LARGE DISPLACEMENTS. IN THE LAST PART OF THE DISSERTATION, THE OPTIMAL CONTROL PROBLEM AND THE LIMIT ANALYSIS PROBLEM OF STRUCTURES WITH COMPLETE LAWS ARE EXTENSIVELY STUDIED. FINALLY, AN ENERGY TRANSMISSION SUBMARINE CABLE AND THE SEA-BED FOR THE CASE OF A COMPLETE CONTACT LAW ILLUSTRATES THE THEORY.","abstract_html":"IN THE PRESENT DISSERTATION SEVERAL DISCRETE STRUCTURAL ANALYSIS PROBLEMS FOR STRUCTURES WITH VARIABLE MECHANICAL BEHAVIOUR ARE STUDIED. THE NOTION OF "COMPLETE" CONSTITUTIVE LAW IN MECHANICS IS FIRST INTRODUCED. THE MATHEMATICAL MODEL OF THE STATIC AND DYNAMIC PROBLEM OF STRUCTURES WITH COMPLETE CONSTITUTIVE LAWS OF THEIR ELEMENTS IS NEXT FORMULATED IN THE FORM OF HEMIVARIATIONAL INEQUALITY AND SUBSTATIONARILY PROBLEMS. IN THIS FRAMEWORK THE PROBLEM OF CABLE-STRUCTURESWITH COMPLETE CONSTITUTIVE LAWS IS STUDIED FOR THE CASE OF LARGE DISPLACEMENTS. IN THE LAST PART OF THE DISSERTATION, THE OPTIMAL CONTROL PROBLEM AND THE LIMIT ANALYSIS PROBLEM OF STRUCTURES WITH COMPLETE LAWS ARE EXTENSIVELY STUDIED. FINALLY, AN ENERGY TRANSMISSION SUBMARINE CABLE AND THE SEA-BED FOR THE CASE OF A COMPLETE CONTACT LAW ILLUSTRATES THE THEORY.","abstract_has_math":false,"creators":["Mpaniotopoulos, Xaralampos","Μπανιωτόπουλος, Χαράλαμπος"],"institution":"Aristotle University Of Thessaloniki (AUTH)","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1985,"date_issued":"1985","date_published":"1985","updated_at":"2026-07-24T02:25:05Z","subjects":["ΑΝΙΣΟΤΙΚΑ ΠΡΟΒΛΗΜΑΤΑ ΣΤΗ ΜΗΧΑΝΙΚΗ ΤΩΝ ΣΤΕΡΕΩΝ","ΒΕΛΤΙΣΤΟΣ ΕΛΕΓΧΟΣ ΚΑΤΑΣΚΕΥΩΝ","ΜΗ ΚΥΡΤΗ ΑΝΑΛΥΣΗ","ΜΟΝΟΠΛΕΥΡΗ ΕΠΑΦΗ ΥΠΟΒΡΥΧΙΩΝ ΚΑΛΩΔΙΩΝ","ΟΡΙΑΚΗ ΦΟΡΤΙΣΗ ΦΟΡΕΩΝ","ΠΛΗΡΕΙΣ ΚΑΤΑΣΤΑΤΙΚΟΙ ΝΟΜΟΙ ΑΝΙΣΟΤΗΤΕΣ ΗΜΙΜΕΤΑΒΟΛΩΝ","Προβλήματα υποστασιμότητας","COMPLETE CONSTITUTIVE LAWS","Hemivariational inequalities","INEQUALITY PROBLEMS IN MECHANICS","LIMIT LOADING OF STRUCTURES","NONCONVEX ANALYSIS","OPTIMAL CONTROL OF STRUCTURES","Substationarity problems","UNILATERAL CONTACT OF UNDERWATER CABLES","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/0017"],"render_values":[{"text":"10.12681/eadd/0017","href":"https://doi.org/10.12681/eadd/0017","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/0017","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Mpaniotopoulos, Xaralampos","Μπανιωτόπουλος, Χαράλαμπος"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["1985"]},{"key":"dc:publisher","label":"Institution","values":["Aristotle University Of Thessaloniki (AUTH)","Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)"]},{"key":"dc:type","label":"Dc Type","values":["PhD Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["ΑΝΙΣΟΤΙΚΑ ΠΡΟΒΛΗΜΑΤΑ ΣΤΗ ΜΗΧΑΝΙΚΗ ΤΩΝ ΣΤΕΡΕΩΝ","ΒΕΛΤΙΣΤΟΣ ΕΛΕΓΧΟΣ ΚΑΤΑΣΚΕΥΩΝ","ΜΗ ΚΥΡΤΗ ΑΝΑΛΥΣΗ","ΜΟΝΟΠΛΕΥΡΗ ΕΠΑΦΗ ΥΠΟΒΡΥΧΙΩΝ ΚΑΛΩΔΙΩΝ","ΟΡΙΑΚΗ ΦΟΡΤΙΣΗ ΦΟΡΕΩΝ","ΠΛΗΡΕΙΣ ΚΑΤΑΣΤΑΤΙΚΟΙ ΝΟΜΟΙ ΑΝΙΣΟΤΗΤΕΣ ΗΜΙΜΕΤΑΒΟΛΩΝ","Προβλήματα υποστασιμότητας","COMPLETE CONSTITUTIVE LAWS","Hemivariational inequalities","INEQUALITY PROBLEMS IN MECHANICS","LIMIT LOADING OF STRUCTURES","NONCONVEX ANALYSIS","OPTIMAL CONTROL OF STRUCTURES","Substationarity problems","UNILATERAL CONTACT OF UNDERWATER CABLES","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/0017","http://hdl.handle.net/10442/hedi/0017"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["IN THE PRESENT DISSERTATION SEVERAL DISCRETE STRUCTURAL ANALYSIS PROBLEMS FOR STRUCTURES WITH VARIABLE MECHANICAL BEHAVIOUR ARE STUDIED. THE NOTION OF \"COMPLETE\" CONSTITUTIVE LAW IN MECHANICS IS FIRST INTRODUCED. THE MATHEMATICAL MODEL OF THE STATIC AND DYNAMIC PROBLEM OF STRUCTURES WITH COMPLETE CONSTITUTIVE LAWS OF THEIR ELEMENTS IS NEXT FORMULATED IN THE FORM OF HEMIVARIATIONAL INEQUALITY AND SUBSTATIONARILY PROBLEMS. IN THIS FRAMEWORK THE PROBLEM OF CABLE-STRUCTURESWITH COMPLETE CONSTITUTIVE LAWS IS STUDIED FOR THE CASE OF LARGE DISPLACEMENTS. IN THE LAST PART OF THE DISSERTATION, THE OPTIMAL CONTROL PROBLEM AND THE LIMIT ANALYSIS PROBLEM OF STRUCTURES WITH COMPLETE LAWS ARE EXTENSIVELY STUDIED. FINALLY, AN ENERGY TRANSMISSION SUBMARINE CABLE AND THE SEA-BED FOR THE CASE OF A COMPLETE CONTACT LAW ILLUSTRATES THE THEORY.","ΣΤΗΝ ΔΙΑΤΡΙΒΗ ΑΥΤΗ ΜΕΛΕΤΑΤΑΙ ΜΙΑ ΣΕΙΡΑ ΠΡΟΒΛΗΜΑΤΩΝ ΥΠΟΛΟΓΙΣΜΟΥ ΦΟΡΕΩΝ ΠΟΥ Ο ΤΡΟΠΟΣ ΛΕΙΤΟΥΡΓΙΑΣ ΤΟΥΣ ΕΙΝΑΙ ΜΕΤΑΒΛΗΤΟΣ. ΑΡΧΙΚΑ ΕΙΣΑΓΕΤΑΙ Η ΕΝΝΟΙΑ ΤΟΥ \"ΠΛΗΡΟΥΣ\" ΝΟΜΟΥ ΣΤΗΝ ΜΗΧΑΝΙΚΗ ΤΩΝ ΠΑΡΑΜΟΡΦΩΣΙΜΩΝ ΣΩΜΑΤΩΝ ΚΑΙ ΣΤΗΝ ΣΥΝΕΧΕΙΑ ΚΑΤΑΣΤΡΩΝΕΤΑΙ-ΣΕ ΜΟΡΦΗ ΠΡΟΒΛΗΜΑΤΩΝ ΑΝΙΣΟΤΗΤΩΝ ΗΜΙΜΕΤΑΒΟΛΩΝ ΚΑΙ ΠΡΟΒΛΗΜΑΤΩΝ ΥΠΟΣΤΑΣΙΜΟΤΗΤΑΣ-Η ΜΑΘΗΜΑΤΙΚΗ ΜΟΡΦΗ ΤΟΥ ΠΡΟΒΛΗΜΑΤΟΣ ΣΤΑΤΙΚΟΥ ΚΑΙ ΔΥΝΑΜΙΚΟΥ ΥΠΟΛΟΓΙΣΜΟΥ ΦΟΡΕΩΝ ΜΕ ΠΛΗΡΕΙΣ ΚΑΤΑΣΤΑΤΙΚΟΥΣ ΝΟΜΟΥΣ, ΤΟΣΟ ΓΙΑ ΤΗΝ ΠΕΡΙΠΤΩΣΗ ΜΙΚΡΩΝ, ΟΣΟ ΚΑΙ ΓΙΑ ΤΗΝ ΠΕΡΙΠΤΩΣΗ ΜΕΓΑΛΩΝ ΜΕΤΑΤΟΠΙΣΕΩΝ. ΣΤΗΝ ΣΥΝΕΧΕΙΑ, ΣΤΑ ΠΛΑΙΣΙΑ ΤΗΣ ΘΕΩΡΙΑΣ ΑΥΤΗΣ ΜΕΛΕΤΑΤΑΙ ΤΟ ΠΡΟΒΛΗΜΑ ΤΟΥ ΥΠΟΛΟΓΙΣΜΟΥ ΚΑΛΩΔΙΟΚΑΤΑΣΚΕΥΩΝ ΠΟΥ ΕΜΦΑΝΙΖΟΥΝ ΚΑΙ ΧΑΛΑΡΩΣΗ 'Η ΘΡΑΥΣΗ. ΜΕΛΕΤΑΤΑΙ ΕΠΙΣΗΣ ΤΟ ΠΡΟΒΛΗΜΑ ΒΕΛΤΙΣΤΟΥ ΕΛΕΓΧΟΥ, ΚΑΘΩΣ ΕΠΙΣΗΣ ΚΑΙ ΤΟ ΠΡΟΒΛΗΜΑ ΟΡΙΑΚΗΣ ΑΝΑΛΥΣΗΣ ΚΑΤΑΣΚΕΥΩΝ ΜΕ ΠΛΗΡΕΙΣ ΝΟΜΟΥΣ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ. ΣΤΟ ΤΕΛΕΥΤΑΙΟ ΤΜΗΜΑ ΤΗΣ ΔΙΑΤΡΙΒΗΣ ΔΙΝΕΤΑΙ ΜΙΑ ΑΡΙΘΜΗΤΙΚΗ ΕΦΑΡΜΟΓΗ ΠΟΥ ΑΦΟΡΑ ΤΟ ΠΡΟΒΛΗΜΑ ΤΗΣ ΑΛΛΗΛΕΠΙΔΡΑΣΗΣ ΥΠΟΘΑΛΑΣΣΙΩΝ ΚΑΛΩΔΙΩΝ ΜΕΤΑΦΟΡΑΣ ΕΝΕΡΓΕΙΑΣ ΚΑΙ ΠΥΘΜΕΝΑ."]},{"key":"dc:title","label":"Title","values":["ΥΠΟΛΟΓΙΣΜΟΣ ΦΟΡΕΩΝ ΓΙΑ ΠΛΗΡΕΙΣ ΝΟΜΟΥΣ ΤΩΝ ΔΟΜΙΚΩΝ ΤΟΥΣ ΣΤΟΙΧΕΙΩΝ","ANALYSIS OF STRUCTURES WITH COMPLETE STRESS-STRAIN LAWS"]}]}],"canonical_facts":{"dc:creator":["Mpaniotopoulos, Xaralampos","Μπανιωτόπουλος, Χαράλαμπος"],"dc:date":["1985"],"dc:description":["IN THE PRESENT DISSERTATION SEVERAL DISCRETE STRUCTURAL ANALYSIS PROBLEMS FOR STRUCTURES WITH VARIABLE MECHANICAL BEHAVIOUR ARE STUDIED. THE NOTION OF \"COMPLETE\" CONSTITUTIVE LAW IN MECHANICS IS FIRST INTRODUCED. THE MATHEMATICAL MODEL OF THE STATIC AND DYNAMIC PROBLEM OF STRUCTURES WITH COMPLETE CONSTITUTIVE LAWS OF THEIR ELEMENTS IS NEXT FORMULATED IN THE FORM OF HEMIVARIATIONAL INEQUALITY AND SUBSTATIONARILY PROBLEMS. IN THIS FRAMEWORK THE PROBLEM OF CABLE-STRUCTURESWITH COMPLETE CONSTITUTIVE LAWS IS STUDIED FOR THE CASE OF LARGE DISPLACEMENTS. IN THE LAST PART OF THE DISSERTATION, THE OPTIMAL CONTROL PROBLEM AND THE LIMIT ANALYSIS PROBLEM OF STRUCTURES WITH COMPLETE LAWS ARE EXTENSIVELY STUDIED. FINALLY, AN ENERGY TRANSMISSION SUBMARINE CABLE AND THE SEA-BED FOR THE CASE OF A COMPLETE CONTACT LAW ILLUSTRATES THE THEORY.","ΣΤΗΝ ΔΙΑΤΡΙΒΗ ΑΥΤΗ ΜΕΛΕΤΑΤΑΙ ΜΙΑ ΣΕΙΡΑ ΠΡΟΒΛΗΜΑΤΩΝ ΥΠΟΛΟΓΙΣΜΟΥ ΦΟΡΕΩΝ ΠΟΥ Ο ΤΡΟΠΟΣ ΛΕΙΤΟΥΡΓΙΑΣ ΤΟΥΣ ΕΙΝΑΙ ΜΕΤΑΒΛΗΤΟΣ. ΑΡΧΙΚΑ ΕΙΣΑΓΕΤΑΙ Η ΕΝΝΟΙΑ ΤΟΥ \"ΠΛΗΡΟΥΣ\" ΝΟΜΟΥ ΣΤΗΝ ΜΗΧΑΝΙΚΗ ΤΩΝ ΠΑΡΑΜΟΡΦΩΣΙΜΩΝ ΣΩΜΑΤΩΝ ΚΑΙ ΣΤΗΝ ΣΥΝΕΧΕΙΑ ΚΑΤΑΣΤΡΩΝΕΤΑΙ-ΣΕ ΜΟΡΦΗ ΠΡΟΒΛΗΜΑΤΩΝ ΑΝΙΣΟΤΗΤΩΝ ΗΜΙΜΕΤΑΒΟΛΩΝ ΚΑΙ ΠΡΟΒΛΗΜΑΤΩΝ ΥΠΟΣΤΑΣΙΜΟΤΗΤΑΣ-Η ΜΑΘΗΜΑΤΙΚΗ ΜΟΡΦΗ ΤΟΥ ΠΡΟΒΛΗΜΑΤΟΣ ΣΤΑΤΙΚΟΥ ΚΑΙ ΔΥΝΑΜΙΚΟΥ ΥΠΟΛΟΓΙΣΜΟΥ ΦΟΡΕΩΝ ΜΕ ΠΛΗΡΕΙΣ ΚΑΤΑΣΤΑΤΙΚΟΥΣ ΝΟΜΟΥΣ, ΤΟΣΟ ΓΙΑ ΤΗΝ ΠΕΡΙΠΤΩΣΗ ΜΙΚΡΩΝ, ΟΣΟ ΚΑΙ ΓΙΑ ΤΗΝ ΠΕΡΙΠΤΩΣΗ ΜΕΓΑΛΩΝ ΜΕΤΑΤΟΠΙΣΕΩΝ. ΣΤΗΝ ΣΥΝΕΧΕΙΑ, ΣΤΑ ΠΛΑΙΣΙΑ ΤΗΣ ΘΕΩΡΙΑΣ ΑΥΤΗΣ ΜΕΛΕΤΑΤΑΙ ΤΟ ΠΡΟΒΛΗΜΑ ΤΟΥ ΥΠΟΛΟΓΙΣΜΟΥ ΚΑΛΩΔΙΟΚΑΤΑΣΚΕΥΩΝ ΠΟΥ ΕΜΦΑΝΙΖΟΥΝ ΚΑΙ ΧΑΛΑΡΩΣΗ 'Η ΘΡΑΥΣΗ. ΜΕΛΕΤΑΤΑΙ ΕΠΙΣΗΣ ΤΟ ΠΡΟΒΛΗΜΑ ΒΕΛΤΙΣΤΟΥ ΕΛΕΓΧΟΥ, ΚΑΘΩΣ ΕΠΙΣΗΣ ΚΑΙ ΤΟ ΠΡΟΒΛΗΜΑ ΟΡΙΑΚΗΣ ΑΝΑΛΥΣΗΣ ΚΑΤΑΣΚΕΥΩΝ ΜΕ ΠΛΗΡΕΙΣ ΝΟΜΟΥΣ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ. ΣΤΟ ΤΕΛΕΥΤΑΙΟ ΤΜΗΜΑ ΤΗΣ ΔΙΑΤΡΙΒΗΣ ΔΙΝΕΤΑΙ ΜΙΑ ΑΡΙΘΜΗΤΙΚΗ ΕΦΑΡΜΟΓΗ ΠΟΥ ΑΦΟΡΑ ΤΟ ΠΡΟΒΛΗΜΑ ΤΗΣ ΑΛΛΗΛΕΠΙΔΡΑΣΗΣ ΥΠΟΘΑΛΑΣΣΙΩΝ ΚΑΛΩΔΙΩΝ ΜΕΤΑΦΟΡΑΣ ΕΝΕΡΓΕΙΑΣ ΚΑΙ ΠΥΘΜΕΝΑ."],"dc:identifier":["10.12681/eadd/0017","http://hdl.handle.net/10442/hedi/0017"],"dc:language":["gre"],"dc:publisher":["Aristotle University Of Thessaloniki (AUTH)","Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)"],"dc:subject":["ΑΝΙΣΟΤΙΚΑ ΠΡΟΒΛΗΜΑΤΑ ΣΤΗ ΜΗΧΑΝΙΚΗ ΤΩΝ ΣΤΕΡΕΩΝ","ΒΕΛΤΙΣΤΟΣ ΕΛΕΓΧΟΣ ΚΑΤΑΣΚΕΥΩΝ","ΜΗ ΚΥΡΤΗ ΑΝΑΛΥΣΗ","ΜΟΝΟΠΛΕΥΡΗ ΕΠΑΦΗ ΥΠΟΒΡΥΧΙΩΝ ΚΑΛΩΔΙΩΝ","ΟΡΙΑΚΗ ΦΟΡΤΙΣΗ ΦΟΡΕΩΝ","ΠΛΗΡΕΙΣ ΚΑΤΑΣΤΑΤΙΚΟΙ ΝΟΜΟΙ ΑΝΙΣΟΤΗΤΕΣ ΗΜΙΜΕΤΑΒΟΛΩΝ","Προβλήματα υποστασιμότητας","COMPLETE CONSTITUTIVE LAWS","Hemivariational inequalities","INEQUALITY PROBLEMS IN MECHANICS","LIMIT LOADING OF STRUCTURES","NONCONVEX ANALYSIS","OPTIMAL CONTROL OF STRUCTURES","Substationarity problems","UNILATERAL CONTACT OF UNDERWATER CABLES","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"dc:title":["ΥΠΟΛΟΓΙΣΜΟΣ ΦΟΡΕΩΝ ΓΙΑ ΠΛΗΡΕΙΣ ΝΟΜΟΥΣ ΤΩΝ ΔΟΜΙΚΩΝ ΤΟΥΣ ΣΤΟΙΧΕΙΩΝ","ANALYSIS OF STRUCTURES WITH COMPLETE STRESS-STRAIN LAWS"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:05Z"}