{"id":{"repo_id":"greece","oai_identifier":"oai:10442/1743"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/1743","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"ΑΠΑΙΤΟΥΜΕΝΟΣ ΣΥΝΤΕΛΕΣΤΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ ΜΟΝΟΡΟΦΟΥ ΕΚΚΕΝΤΡΟΥ ΣΥΣΤΗΜΑΤΟΣ ΕΔΡΑΖΟΜΕΝΟΥ ΣΕ ΠΑΡΑΜΟΡΦΩΣΙΜΟ ΕΔΑΦΟΣ ΚΑΙ ΥΠΟΚΕΙΜΕΝΟΥ ΣΕ ΟΡΙΖΟΝΤΙΑ ΣΕΙΣΜΙΚΗ ΔΡΑΣΗ","abstract":"THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS OF ECCENTRIC STRUCTURES SUBJECTED TO HORIZONTAL SEISMIC MOTIONS IS PRESENTED. IT IS FOUND THAT ONE OF THE MOST SIGNIFICANT PARAMETERS OF THE SYSTEM IS THE APPLICATION POINT OF THE TOTAL DESIGN FORCE. THE INFLUENCE OF ELASTICITY OF THE FONDATION SOIL ON THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS IS VERY IMPORTANT IN THE MOST CASES DECREASES SIGNIFICANTLY THIS DEMAND. APPLICATION OF THE TOTAL DESIGN FORCE OF THE MIDDLE OFTHE DISTANCE BETWEEN STIFFNESS CENTER AND MASS CENTER LEEDS UNDER STATISTICAL POINT OF VIEW TO MINIMIZATION OF DUCTILITY DEMAND.","abstract_html":"THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS OF ECCENTRIC STRUCTURES SUBJECTED TO HORIZONTAL SEISMIC MOTIONS IS PRESENTED. IT IS FOUND THAT ONE OF THE MOST SIGNIFICANT PARAMETERS OF THE SYSTEM IS THE APPLICATION POINT OF THE TOTAL DESIGN FORCE. THE INFLUENCE OF ELASTICITY OF THE FONDATION SOIL ON THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS IS VERY IMPORTANT IN THE MOST CASES DECREASES SIGNIFICANTLY THIS DEMAND. APPLICATION OF THE TOTAL DESIGN FORCE OF THE MIDDLE OFTHE DISTANCE BETWEEN STIFFNESS CENTER AND MASS CENTER LEEDS UNDER STATISTICAL POINT OF VIEW TO MINIMIZATION OF DUCTILITY DEMAND.","abstract_has_math":false,"creators":["Yiaslas, Ilias","Γιαζλάς, Ηλίας"],"institution":"University of Patras","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1991,"date_issued":"1991","date_published":"1991","updated_at":"2026-07-24T02:25:05Z","subjects":["ΑΛΛΗΛΕΠΙΔΡΑΣΗ-ΕΔΑΦΟΣ-ΚΑΤΑΣΚΕΥΗ","ΕΚΚΕΝΤΡΗ ΚΑΤΑΣΚΕΥΗ","Σεισμός","ΣΥΝΤΕΛΕΣΤΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ","Ductility demand","Earthquakes","ECCENTRIC STRUCTURE","Soil structure interaction","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/1743"],"render_values":[{"text":"10.12681/eadd/1743","href":"https://doi.org/10.12681/eadd/1743","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/1743","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Yiaslas, Ilias","Γιαζλάς, Ηλίας"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["1991"]},{"key":"dc:publisher","label":"Institution","values":["University of Patras","Πανεπιστήμιο Πατρών"]},{"key":"dc:type","label":"Dc Type","values":["PhD Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["ΑΛΛΗΛΕΠΙΔΡΑΣΗ-ΕΔΑΦΟΣ-ΚΑΤΑΣΚΕΥΗ","ΕΚΚΕΝΤΡΗ ΚΑΤΑΣΚΕΥΗ","Σεισμός","ΣΥΝΤΕΛΕΣΤΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ","Ductility demand","Earthquakes","ECCENTRIC STRUCTURE","Soil structure interaction","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/1743","http://hdl.handle.net/10442/hedi/1743"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS OF ECCENTRIC STRUCTURES SUBJECTED TO HORIZONTAL SEISMIC MOTIONS IS PRESENTED. IT IS FOUND THAT ONE OF THE MOST SIGNIFICANT PARAMETERS OF THE SYSTEM IS THE APPLICATION POINT OF THE TOTAL DESIGN FORCE. THE INFLUENCE OF ELASTICITY OF THE FONDATION SOIL ON THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS IS VERY IMPORTANT IN THE MOST CASES DECREASES SIGNIFICANTLY THIS DEMAND. APPLICATION OF THE TOTAL DESIGN FORCE OF THE MIDDLE OFTHE DISTANCE BETWEEN STIFFNESS CENTER AND MASS CENTER LEEDS UNDER STATISTICAL POINT OF VIEW TO MINIMIZATION OF DUCTILITY DEMAND.","ΔΙΕΡΕΥΝΑΤΑΙ Η ΑΠΑΙΤΗΣΗ ΣΕ ΕΝΔΟΤΙΚΟΤΗΤΑ ΤΩΝ ΣΤΟΙΧΕΙΩΝ ΑΚΑΜΨΙΑΣ ΕΚΚΕΝΤΡΩΝ ΚΑΤΑΣΚΕΥΩΝ ΠΟΥ ΥΠΟΚΕΙΝΤΑΙ ΣΕ ΟΡΙΖΟΝΤΙΑ ΣΕΙΣΜΙΚΗ ΚΙΝΗΣΗ. Η ΘΕΣΗ ΕΦΑΡΜΟΓΗΣ ΤΗΣ ΟΡΙΖΟΝΤΙΑΣ ΔΥΝΑΜΗΣ ΣΧΕΔΙΑΣΜΟΥ ΑΠΟΤΕΛΕΙ ΙΔΙΑΙΤΕΡΑ ΣΗΜΑΝΤΙΚΗ ΠΑΡΑΜΕΤΡΟ. Η ΕΠΙΡΡΟΗ ΤΗΣ ΠΑΡΑΜΟΡΦΩΣΙΜΟΤΗΤΑΣ ΤΟΥ ΕΔΑΦΟΥΣ ΘΕΜΕΛΙΩΣΗΣ ΣΤΗΝ ΑΠΑΙΤΟΥΜΕΝΗ ΕΝΔΟΤΙΚΟΤΗΤΑ ΤΩΝ ΣΤΟΙΧΕΙΩΝ ΑΚΑΜΨΙΑΣ ΕΙΝΑΙ ΙΔΙΑΙΤΕΡΑ ΣΗΜΑΝΤΙΚΗ ΚΑΙ ΟΥΣΙΑΣΤΙΚΑ ΠΑΝΤΑ ΕΥΝΟΙΚΗ ΕΦΑΡΜΟΓΗ ΤΗΣΔΥΝΑΜΗΣ ΣΧΕΔΙΑΣΜΟΥ ΣΤΟ ΚΕΝΤΡΟ ΠΕΡΙΠΟΥ ΤΗΣ ΑΠΟΣΤΑΣΗΣ ΚΕΝΤΡΟΥ ΑΚΑΜΨΙΑΣ ΑΠΟ ΚΕΝΤΡΟ ΜΟΔΑΣ ΟΔΗΓΕΙ ΥΠΟ ΣΤΑΤΙΣΤΙΚΗ ΕΝΝΟΙΑ ΣΕ ΕΛΑΧΙΣΤΟΠΟΙΗΣΗ ΤΗΣ ΑΠΑΙΤΟΥΜΕΝΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ."]},{"key":"dc:title","label":"Title","values":["ΑΠΑΙΤΟΥΜΕΝΟΣ ΣΥΝΤΕΛΕΣΤΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ ΜΟΝΟΡΟΦΟΥ ΕΚΚΕΝΤΡΟΥ ΣΥΣΤΗΜΑΤΟΣ ΕΔΡΑΖΟΜΕΝΟΥ ΣΕ ΠΑΡΑΜΟΡΦΩΣΙΜΟ ΕΔΑΦΟΣ ΚΑΙ ΥΠΟΚΕΙΜΕΝΟΥ ΣΕ ΟΡΙΖΟΝΤΙΑ ΣΕΙΣΜΙΚΗ ΔΡΑΣΗ","DUCTILITY DEMAND OF ONE-STORY ECCENTRIC STRUCTURES ON ELASTIC SOIL SUBJECTED TO HORIZONTIAL SEISMIC MOTIONS"]}]}],"canonical_facts":{"dc:creator":["Yiaslas, Ilias","Γιαζλάς, Ηλίας"],"dc:date":["1991"],"dc:description":["THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS OF ECCENTRIC STRUCTURES SUBJECTED TO HORIZONTAL SEISMIC MOTIONS IS PRESENTED. IT IS FOUND THAT ONE OF THE MOST SIGNIFICANT PARAMETERS OF THE SYSTEM IS THE APPLICATION POINT OF THE TOTAL DESIGN FORCE. THE INFLUENCE OF ELASTICITY OF THE FONDATION SOIL ON THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS IS VERY IMPORTANT IN THE MOST CASES DECREASES SIGNIFICANTLY THIS DEMAND. APPLICATION OF THE TOTAL DESIGN FORCE OF THE MIDDLE OFTHE DISTANCE BETWEEN STIFFNESS CENTER AND MASS CENTER LEEDS UNDER STATISTICAL POINT OF VIEW TO MINIMIZATION OF DUCTILITY DEMAND.","ΔΙΕΡΕΥΝΑΤΑΙ Η ΑΠΑΙΤΗΣΗ ΣΕ ΕΝΔΟΤΙΚΟΤΗΤΑ ΤΩΝ ΣΤΟΙΧΕΙΩΝ ΑΚΑΜΨΙΑΣ ΕΚΚΕΝΤΡΩΝ ΚΑΤΑΣΚΕΥΩΝ ΠΟΥ ΥΠΟΚΕΙΝΤΑΙ ΣΕ ΟΡΙΖΟΝΤΙΑ ΣΕΙΣΜΙΚΗ ΚΙΝΗΣΗ. Η ΘΕΣΗ ΕΦΑΡΜΟΓΗΣ ΤΗΣ ΟΡΙΖΟΝΤΙΑΣ ΔΥΝΑΜΗΣ ΣΧΕΔΙΑΣΜΟΥ ΑΠΟΤΕΛΕΙ ΙΔΙΑΙΤΕΡΑ ΣΗΜΑΝΤΙΚΗ ΠΑΡΑΜΕΤΡΟ. Η ΕΠΙΡΡΟΗ ΤΗΣ ΠΑΡΑΜΟΡΦΩΣΙΜΟΤΗΤΑΣ ΤΟΥ ΕΔΑΦΟΥΣ ΘΕΜΕΛΙΩΣΗΣ ΣΤΗΝ ΑΠΑΙΤΟΥΜΕΝΗ ΕΝΔΟΤΙΚΟΤΗΤΑ ΤΩΝ ΣΤΟΙΧΕΙΩΝ ΑΚΑΜΨΙΑΣ ΕΙΝΑΙ ΙΔΙΑΙΤΕΡΑ ΣΗΜΑΝΤΙΚΗ ΚΑΙ ΟΥΣΙΑΣΤΙΚΑ ΠΑΝΤΑ ΕΥΝΟΙΚΗ ΕΦΑΡΜΟΓΗ ΤΗΣΔΥΝΑΜΗΣ ΣΧΕΔΙΑΣΜΟΥ ΣΤΟ ΚΕΝΤΡΟ ΠΕΡΙΠΟΥ ΤΗΣ ΑΠΟΣΤΑΣΗΣ ΚΕΝΤΡΟΥ ΑΚΑΜΨΙΑΣ ΑΠΟ ΚΕΝΤΡΟ ΜΟΔΑΣ ΟΔΗΓΕΙ ΥΠΟ ΣΤΑΤΙΣΤΙΚΗ ΕΝΝΟΙΑ ΣΕ ΕΛΑΧΙΣΤΟΠΟΙΗΣΗ ΤΗΣ ΑΠΑΙΤΟΥΜΕΝΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ."],"dc:identifier":["10.12681/eadd/1743","http://hdl.handle.net/10442/hedi/1743"],"dc:language":["gre"],"dc:publisher":["University of Patras","Πανεπιστήμιο Πατρών"],"dc:subject":["ΑΛΛΗΛΕΠΙΔΡΑΣΗ-ΕΔΑΦΟΣ-ΚΑΤΑΣΚΕΥΗ","ΕΚΚΕΝΤΡΗ ΚΑΤΑΣΚΕΥΗ","Σεισμός","ΣΥΝΤΕΛΕΣΤΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ","Ductility demand","Earthquakes","ECCENTRIC STRUCTURE","Soil structure interaction","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"dc:title":["ΑΠΑΙΤΟΥΜΕΝΟΣ ΣΥΝΤΕΛΕΣΤΗΣ ΕΝΔΟΤΙΚΟΤΗΤΑΣ ΜΟΝΟΡΟΦΟΥ ΕΚΚΕΝΤΡΟΥ ΣΥΣΤΗΜΑΤΟΣ ΕΔΡΑΖΟΜΕΝΟΥ ΣΕ ΠΑΡΑΜΟΡΦΩΣΙΜΟ ΕΔΑΦΟΣ ΚΑΙ ΥΠΟΚΕΙΜΕΝΟΥ ΣΕ ΟΡΙΖΟΝΤΙΑ ΣΕΙΣΜΙΚΗ ΔΡΑΣΗ","DUCTILITY DEMAND OF ONE-STORY ECCENTRIC STRUCTURES ON ELASTIC SOIL SUBJECTED TO HORIZONTIAL SEISMIC MOTIONS"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:05Z"}