ΥΠΟΛΟΓΙΣΜΟΣ ΦΟΡΕΩΝ ΓΙΑ ΠΛΗΡΕΙΣ ΝΟΜΟΥΣ ΤΩΝ ΔΟΜΙΚΩΝ ΤΟΥΣ ΣΤΟΙΧΕΙΩΝ

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.

Grantor dc:publisher

Aristotle University Of Thessaloniki (AUTH)

Year dc:date

1985

Authors dc:creator

• Mpaniotopoulos, Xaralampos
• Μπανιωτόπουλος, Χαράλαμπος

• 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

Language dc:language

gre

Identifier

10.12681/eadd/0017

OAI identifier oai:identifier

oai:10442/0017