{"id":{"repo_id":"greece","oai_identifier":"oai:10442/1656"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/1656","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"Αντισεισμική συμπεριφορά υποστυλωμάτων και δοκών με μικρό άνοιγμα διάτμησης και συγκριτική πειραματική έρευνα για διάφορους τύπους όπλι...","abstract":"THIS IS AN EXPERIMENTAL INVESTIGATION OF THE SEISMIC RESISTANCE OF LOW ASPECT RATIO SHORT COLUMNS AND BEAMS REINFORCED WITH A) CONVENTIONAL PARALLEL BARS, B) INCLINED BARS ARRANGED SO AS TO FORM A RHOMBIC TRUSS AND C) A COMBINATION OF PARALLEL AND DIAGONAL BARS, UNDER SEISMIC RESISTANCE OF REINFORCED CONCRETE LOW ASPECT RATIO STRUCTURAL ELEMENTS. THE RESULTS FROM THIS TESTING PROGRAM WERE ALSO USED TO DEVELOP AND VERIFY AN ANALYTICAL MODEL IN ORDER TO PREDICT THE ULTIMATE STRENGTH OF SUCH STRUCTURAL ELEMENTS.","abstract_html":"THIS IS AN EXPERIMENTAL INVESTIGATION OF THE SEISMIC RESISTANCE OF LOW ASPECT RATIO SHORT COLUMNS AND BEAMS REINFORCED WITH A) CONVENTIONAL PARALLEL BARS, B) INCLINED BARS ARRANGED SO AS TO FORM A RHOMBIC TRUSS AND C) A COMBINATION OF PARALLEL AND DIAGONAL BARS, UNDER SEISMIC RESISTANCE OF REINFORCED CONCRETE LOW ASPECT RATIO STRUCTURAL ELEMENTS. THE RESULTS FROM THIS TESTING PROGRAM WERE ALSO USED TO DEVELOP AND VERIFY AN ANALYTICAL MODEL IN ORDER TO PREDICT THE ULTIMATE STRENGTH OF SUCH STRUCTURAL ELEMENTS.","abstract_has_math":false,"creators":["Παπανικολάου, Κωνσταντίνος","Papanikolaou, Konstantinos"],"institution":"Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)","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":"2026-07-24T02:25:02Z","subjects":["BEAMS (SUPPORTS)","COLUMNS (SUPPORTS)","Cyclic load","Earthquake resistant structures","ENERGY DISSIDATION CAPACITY","REINFORCING STEELS","SHORT MEMBERS","Ανακυκλιζόμενη φόρτιση","ΑΝΟΙΓΜΑ ΔΙΑΤΜΗΣΗΣ","Αντοχή","Απορρόφηση ενέργειας","Δοκοί","Δυσκαμψία","ΜΗ ΣΥΜΒΑΤΙΚΟΙ ΟΠΛΙΣΜΟΙ","Πλαστικότητα","ΣΥΜΒΑΤΙΚΟΙ ΟΠΛΙΣΜΟΙ","ΥΠΟΣΤΥΛΩΜΑΤΑ","Engineering and Technology","Civil Engineering","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού"],"languages":["gre"],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["10.12681/eadd/1656"],"render_values":[{"text":"10.12681/eadd/1656","href":"https://doi.org/10.12681/eadd/1656","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/1656","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Παπανικολάου, Κωνσταντίνος","Papanikolaou, Konstantinos"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["1991"]},{"key":"dc:publisher","label":"Institution","values":["Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)","Aristotle University Of Thessaloniki (AUTH)"]},{"key":"dc:type","label":"Dc Type","values":["PhD Thesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["BEAMS (SUPPORTS)","COLUMNS (SUPPORTS)","Cyclic load","Earthquake resistant structures","ENERGY DISSIDATION CAPACITY","REINFORCING STEELS","SHORT MEMBERS","Ανακυκλιζόμενη φόρτιση","ΑΝΟΙΓΜΑ ΔΙΑΤΜΗΣΗΣ","Αντοχή","Απορρόφηση ενέργειας","Δοκοί","Δυσκαμψία","ΜΗ ΣΥΜΒΑΤΙΚΟΙ ΟΠΛΙΣΜΟΙ","Πλαστικότητα","ΣΥΜΒΑΤΙΚΟΙ ΟΠΛΙΣΜΟΙ","ΥΠΟΣΤΥΛΩΜΑΤΑ","Engineering and Technology","Civil Engineering","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού"]}]},{"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/1656","http://hdl.handle.net/10442/hedi/1656"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["THIS IS AN EXPERIMENTAL INVESTIGATION OF THE SEISMIC RESISTANCE OF LOW ASPECT RATIO SHORT COLUMNS AND BEAMS REINFORCED WITH A) CONVENTIONAL PARALLEL BARS, B) INCLINED BARS ARRANGED SO AS TO FORM A RHOMBIC TRUSS AND C) A COMBINATION OF PARALLEL AND DIAGONAL BARS, UNDER SEISMIC RESISTANCE OF REINFORCED CONCRETE LOW ASPECT RATIO STRUCTURAL ELEMENTS. THE RESULTS FROM THIS TESTING PROGRAM WERE ALSO USED TO DEVELOP AND VERIFY AN ANALYTICAL MODEL IN ORDER TO PREDICT THE ULTIMATE STRENGTH OF SUCH STRUCTURAL ELEMENTS.","ΔΙΕΡΕΥΝΗΘΗΚΕ, ΚΥΡΙΩΣ ΠΕΙΡΑΜΑΤΙΚΑ, ΑΛΛΑ ΚΑΙ ΑΝΑΛΥΤΙΚΑ Ο ΜΙΚΤΟΣ ΤΥΠΟΣ ΟΠΛΙΣΕΩΣ ΜΕΧΙΑΣΤΙ, ΚΑΤΑ ΤΙΣ ΔΙΑΓΩΝΙΕΣ ΚΑΙ ΠΑΡΑΛΛΗΛΕΣ, ΚΑΤΑ ΤΑ ΠΕΛΜΑΤΑ, ΡΑΒΔΟΥΣ ΟΠΛΙΣΜΩΝ ΣΕ ΒΡΑΧΕΙΕΣ ΔΟΚΟΥΣ ΚΑΙ ΒΡΑΧΕΑ ΥΠΟΣΤΥΛΩΜΑΤΑ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ ΜΕΓΑΛΩΝ ΠΑΡΑΜΟΡΦΩΣΕΩΝ. ΤΑ ΑΠΟΤΕΛΕΣΜΑΤΑ ΣΥΓΚΡΙΝΟΜΕΝΑ ΜΕ ΕΚΕΙΝΑ ΤΩΝ ΣΥΜΒΑΤΙΚΑ (ΠΑΡΑΛΛΗΛΑ) ΟΠΛΙΣΜΕΝΩΝ ΒΡΑΧΕΩΝ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ ΕΙΝΑΙ ΕΝΤΥΠΩΣΙΑΚΑ ΒΕΛΤΙΩΜΕΝΑ ΚΑΙ ΔΙΝΟΥΝ ΤΟ ΔΙΚΑΙΩΜΑ ΑΝΕΠΙΦΥΛΑΚΤΟΥ ΣΥΣΤΑΣΕΩΣ ΠΡΟΣ ΤΟΥΣ ΜΕΛΕΤΗΤΕΣ ΤΟΥ ΚΑΤΑΣΚΕΥΑΣΤΙΚΑ ΑΠΛΟΥ ΑΥΤΟΥ ΤΡΟΠΟΥ ΟΠΛΙΣΕΩΣ. ΜΕΤΡΗΘΗΚΑΝ ΚΑΙ ΣΧΕΔΙΑΣΘΗΚΑΝ ΒΡΟΧΟΙ ΥΣΤΕΡΗΣΕΩΣ ΚΑΘΩΣ ΕΠΙΣΗΣ ΚΑΙ ΔΙΑΓΡΑΜΜΑΤΑ ΑΠΟΡΡΟΦΗΣΕΩΣ ΕΝΕΡΓΕΙΑΣ ΓΙΑ ΤΟΥΣ ΔΙΑΦΟΡΟΥΣ ΚΥΚΟΥΣ ΦΟΡΤΙΣΕΩΣ ΤΩΝ ΔΟΚΙΜΙΩΝ ΤΗΣ ΕΡΓΑΣΙΑΣ."]},{"key":"dc:title","label":"Title","values":["Αντισεισμική συμπεριφορά υποστυλωμάτων και δοκών με μικρό άνοιγμα διάτμησης και συγκριτική πειραματική έρευνα για διάφορους τύπους όπλι...","A COMPARATIVE STUDY OF THE SEISMIC PERFORMANCE BETWEEN CONNENTIONALLY AND NON CONNENTIONALLY REINFORCED SHORT MEMBERS"]}]}],"canonical_facts":{"dc:creator":["Παπανικολάου, Κωνσταντίνος","Papanikolaou, Konstantinos"],"dc:date":["1991"],"dc:description":["THIS IS AN EXPERIMENTAL INVESTIGATION OF THE SEISMIC RESISTANCE OF LOW ASPECT RATIO SHORT COLUMNS AND BEAMS REINFORCED WITH A) CONVENTIONAL PARALLEL BARS, B) INCLINED BARS ARRANGED SO AS TO FORM A RHOMBIC TRUSS AND C) A COMBINATION OF PARALLEL AND DIAGONAL BARS, UNDER SEISMIC RESISTANCE OF REINFORCED CONCRETE LOW ASPECT RATIO STRUCTURAL ELEMENTS. THE RESULTS FROM THIS TESTING PROGRAM WERE ALSO USED TO DEVELOP AND VERIFY AN ANALYTICAL MODEL IN ORDER TO PREDICT THE ULTIMATE STRENGTH OF SUCH STRUCTURAL ELEMENTS.","ΔΙΕΡΕΥΝΗΘΗΚΕ, ΚΥΡΙΩΣ ΠΕΙΡΑΜΑΤΙΚΑ, ΑΛΛΑ ΚΑΙ ΑΝΑΛΥΤΙΚΑ Ο ΜΙΚΤΟΣ ΤΥΠΟΣ ΟΠΛΙΣΕΩΣ ΜΕΧΙΑΣΤΙ, ΚΑΤΑ ΤΙΣ ΔΙΑΓΩΝΙΕΣ ΚΑΙ ΠΑΡΑΛΛΗΛΕΣ, ΚΑΤΑ ΤΑ ΠΕΛΜΑΤΑ, ΡΑΒΔΟΥΣ ΟΠΛΙΣΜΩΝ ΣΕ ΒΡΑΧΕΙΕΣ ΔΟΚΟΥΣ ΚΑΙ ΒΡΑΧΕΑ ΥΠΟΣΤΥΛΩΜΑΤΑ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ ΜΕΓΑΛΩΝ ΠΑΡΑΜΟΡΦΩΣΕΩΝ. ΤΑ ΑΠΟΤΕΛΕΣΜΑΤΑ ΣΥΓΚΡΙΝΟΜΕΝΑ ΜΕ ΕΚΕΙΝΑ ΤΩΝ ΣΥΜΒΑΤΙΚΑ (ΠΑΡΑΛΛΗΛΑ) ΟΠΛΙΣΜΕΝΩΝ ΒΡΑΧΕΩΝ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ ΕΙΝΑΙ ΕΝΤΥΠΩΣΙΑΚΑ ΒΕΛΤΙΩΜΕΝΑ ΚΑΙ ΔΙΝΟΥΝ ΤΟ ΔΙΚΑΙΩΜΑ ΑΝΕΠΙΦΥΛΑΚΤΟΥ ΣΥΣΤΑΣΕΩΣ ΠΡΟΣ ΤΟΥΣ ΜΕΛΕΤΗΤΕΣ ΤΟΥ ΚΑΤΑΣΚΕΥΑΣΤΙΚΑ ΑΠΛΟΥ ΑΥΤΟΥ ΤΡΟΠΟΥ ΟΠΛΙΣΕΩΣ. ΜΕΤΡΗΘΗΚΑΝ ΚΑΙ ΣΧΕΔΙΑΣΘΗΚΑΝ ΒΡΟΧΟΙ ΥΣΤΕΡΗΣΕΩΣ ΚΑΘΩΣ ΕΠΙΣΗΣ ΚΑΙ ΔΙΑΓΡΑΜΜΑΤΑ ΑΠΟΡΡΟΦΗΣΕΩΣ ΕΝΕΡΓΕΙΑΣ ΓΙΑ ΤΟΥΣ ΔΙΑΦΟΡΟΥΣ ΚΥΚΟΥΣ ΦΟΡΤΙΣΕΩΣ ΤΩΝ ΔΟΚΙΜΙΩΝ ΤΗΣ ΕΡΓΑΣΙΑΣ."],"dc:identifier":["10.12681/eadd/1656","http://hdl.handle.net/10442/hedi/1656"],"dc:language":["gre"],"dc:publisher":["Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)","Aristotle University Of Thessaloniki (AUTH)"],"dc:subject":["BEAMS (SUPPORTS)","COLUMNS (SUPPORTS)","Cyclic load","Earthquake resistant structures","ENERGY DISSIDATION CAPACITY","REINFORCING STEELS","SHORT MEMBERS","Ανακυκλιζόμενη φόρτιση","ΑΝΟΙΓΜΑ ΔΙΑΤΜΗΣΗΣ","Αντοχή","Απορρόφηση ενέργειας","Δοκοί","Δυσκαμψία","ΜΗ ΣΥΜΒΑΤΙΚΟΙ ΟΠΛΙΣΜΟΙ","Πλαστικότητα","ΣΥΜΒΑΤΙΚΟΙ ΟΠΛΙΣΜΟΙ","ΥΠΟΣΤΥΛΩΜΑΤΑ","Engineering and Technology","Civil Engineering","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού"],"dc:title":["Αντισεισμική συμπεριφορά υποστυλωμάτων και δοκών με μικρό άνοιγμα διάτμησης και συγκριτική πειραματική έρευνα για διάφορους τύπους όπλι...","A COMPARATIVE STUDY OF THE SEISMIC PERFORMANCE BETWEEN CONNENTIONALLY AND NON CONNENTIONALLY REINFORCED SHORT MEMBERS"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:02Z"}