{"id":{"repo_id":"greece","oai_identifier":"oai:10442/1658"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/1658","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΣΕ ΕΠΑΦΗ","abstract":"THE PRESENT INVESTIGATION CONCERNS THE SEISMIC RESPONSE OF ADJACENT BUILDINGS IN SERIES, HAVING SIMILAR OR DIFFERENT DYNAMIC CHARACTERISTICS, USING SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEMS SUBJECTED TO A BASE MOTION. THE PHASE DIFFERENCE (DUE TO TRAVELLING SEISMIC WAVES) IN THE STARTING TIMES OF EXCITATION OF ADJACENT STRUCTURES IS TAKEN INTO ACCOUNT AS WELL AS THE CHANGES ON RESPONSE QUANTITIES DUE TO POUNDING. A PARAMETRIC STUDY IS CARRIED OUT TO INVESTIGATE THE INFLUENCE OF THE MAIN PARAMETERS OF THE PROBLEM.","abstract_html":"THE PRESENT INVESTIGATION CONCERNS THE SEISMIC RESPONSE OF ADJACENT BUILDINGS IN SERIES, HAVING SIMILAR OR DIFFERENT DYNAMIC CHARACTERISTICS, USING SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEMS SUBJECTED TO A BASE MOTION. THE PHASE DIFFERENCE (DUE TO TRAVELLING SEISMIC WAVES) IN THE STARTING TIMES OF EXCITATION OF ADJACENT STRUCTURES IS TAKEN INTO ACCOUNT AS WELL AS THE CHANGES ON RESPONSE QUANTITIES DUE TO POUNDING. A PARAMETRIC STUDY IS CARRIED OUT TO INVESTIGATE THE INFLUENCE OF THE MAIN PARAMETERS OF THE PROBLEM.","abstract_has_math":false,"creators":["Αθανασιάδου, Χριστίνα"],"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":["GAP","IMPACT/POUNDING","INTERACTION OF STRUCTURES DURING EARTHQUAKE","Seismic behaviour","SINGLE DEGREE-OF-FREEDOM (SDOF) SYSTEMS","ΑΛΛΗΛΕΠΙΔΡΑΣΗ ΚΑΤΑΣΚΕΥΩΝ ΣΕ ΣΕΙΣΜΟ","ΚΡΟΥΣΗ","ΜΟΝΟΒΑΘΜΙΟΙ ΤΑΛΑΝΤΩΤΕΣ","Σεισμική σημπεριφορά","ΣΕΙΣΜΙΚΟΣ ΑΡΜΟΣ","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/1658"],"render_values":[{"text":"10.12681/eadd/1658","href":"https://doi.org/10.12681/eadd/1658","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/1658","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Αθανασιάδου, Χριστίνα"]}]},{"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":["GAP","IMPACT/POUNDING","INTERACTION OF STRUCTURES DURING EARTHQUAKE","Seismic behaviour","SINGLE DEGREE-OF-FREEDOM (SDOF) SYSTEMS","ΑΛΛΗΛΕΠΙΔΡΑΣΗ ΚΑΤΑΣΚΕΥΩΝ ΣΕ ΣΕΙΣΜΟ","ΚΡΟΥΣΗ","ΜΟΝΟΒΑΘΜΙΟΙ ΤΑΛΑΝΤΩΤΕΣ","Σεισμική σημπεριφορά","ΣΕΙΣΜΙΚΟΣ ΑΡΜΟΣ","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/1658","http://hdl.handle.net/10442/hedi/1658"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["THE PRESENT INVESTIGATION CONCERNS THE SEISMIC RESPONSE OF ADJACENT BUILDINGS IN SERIES, HAVING SIMILAR OR DIFFERENT DYNAMIC CHARACTERISTICS, USING SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEMS SUBJECTED TO A BASE MOTION. THE PHASE DIFFERENCE (DUE TO TRAVELLING SEISMIC WAVES) IN THE STARTING TIMES OF EXCITATION OF ADJACENT STRUCTURES IS TAKEN INTO ACCOUNT AS WELL AS THE CHANGES ON RESPONSE QUANTITIES DUE TO POUNDING. A PARAMETRIC STUDY IS CARRIED OUT TO INVESTIGATE THE INFLUENCE OF THE MAIN PARAMETERS OF THE PROBLEM.","ΕΞΕΤΑΖΕΤΑΙ Η ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΣΕΙΡΑΣ ΓΕΙΤΟΝΙΚΩΝ ΚΑΤΑΣΚΕΥΩΝ ΜΕ ΠΑΡΟΜΟΙΑ 'Η ΔΙΑΦΟΡΕΤΙΚΑ ΔΥΝΑΜΙΚΑ ΧΑΡΑΚΤΗΡΙΣΤΙΚΑ ΜΕ ΤΗ ΒΟΗΘΕΙΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΠΟΥ ΥΠΟΚΕΙΝΤΑΙ ΣΕ ΔΙΕΓΕΡΣΗ ΒΑΣΗΣ. ΛΑΜΒΑΝΟΝΤΑΙ ΥΠΟΨΙΝ ΤΟΣΟΝ Η ΔΙΑΦΟΡΑ ΦΑΣΗΣ ΣΤΟ ΧΡΟΝΟ ΕΝΑΡΞΗΣ ΤΗΣ ΔΙΕΓΕΡΣΗΣ ΤΩΝ ΚΑΤΑΣΚΕΥΩΝ ΛΟΓΩ ΤΟΥ ΠΕΠΕΡΑΣΜΕΝΟΥ ΤΗΣ ΤΑΧΥΤΗΤΑΣ ΔΙΑΔΟΣΗΣ ΤΩΝ ΣΕΙΣΜΙΚΩΝ ΚΥΜΑΤΩΝ, ΟΣΟΝ ΚΑΙ ΟΙ ΔΙΑΦΟΡΟΠΟΙΗΣΕΙΣ ΣΤΑ ΜΕΓΕΘΗ ΑΠΟΚΡΙΣΗΣ ΛΟΓΩ ΚΡΟΥΣΗΣ. ΜΕ ΜΙΑ ΣΕΙΡΑ ΠΑΡΑΜΕΤΡΙΚΩΝ ΑΝΑΛΥΣΕΩΝ ΔΙΕΡΕΥΝΑΤΑΙ Η ΕΠΙΔΡΑΣΗ ΤΩΝ ΚΥΡΙΟΤΕΡΩΝ ΠΑΡΑΜΕΤΡΩΝ ΠΟΥ ΥΠΕΙΣΕΡΧΟΝΤΑΙ ΣΤΟ ΠΡΟΒΛΗΜΑ."]},{"key":"dc:title","label":"Title","values":["ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΣΕ ΕΠΑΦΗ"]}]}],"canonical_facts":{"dc:creator":["Αθανασιάδου, Χριστίνα"],"dc:date":["1991"],"dc:description":["THE PRESENT INVESTIGATION CONCERNS THE SEISMIC RESPONSE OF ADJACENT BUILDINGS IN SERIES, HAVING SIMILAR OR DIFFERENT DYNAMIC CHARACTERISTICS, USING SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEMS SUBJECTED TO A BASE MOTION. THE PHASE DIFFERENCE (DUE TO TRAVELLING SEISMIC WAVES) IN THE STARTING TIMES OF EXCITATION OF ADJACENT STRUCTURES IS TAKEN INTO ACCOUNT AS WELL AS THE CHANGES ON RESPONSE QUANTITIES DUE TO POUNDING. A PARAMETRIC STUDY IS CARRIED OUT TO INVESTIGATE THE INFLUENCE OF THE MAIN PARAMETERS OF THE PROBLEM.","ΕΞΕΤΑΖΕΤΑΙ Η ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΣΕΙΡΑΣ ΓΕΙΤΟΝΙΚΩΝ ΚΑΤΑΣΚΕΥΩΝ ΜΕ ΠΑΡΟΜΟΙΑ 'Η ΔΙΑΦΟΡΕΤΙΚΑ ΔΥΝΑΜΙΚΑ ΧΑΡΑΚΤΗΡΙΣΤΙΚΑ ΜΕ ΤΗ ΒΟΗΘΕΙΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΠΟΥ ΥΠΟΚΕΙΝΤΑΙ ΣΕ ΔΙΕΓΕΡΣΗ ΒΑΣΗΣ. ΛΑΜΒΑΝΟΝΤΑΙ ΥΠΟΨΙΝ ΤΟΣΟΝ Η ΔΙΑΦΟΡΑ ΦΑΣΗΣ ΣΤΟ ΧΡΟΝΟ ΕΝΑΡΞΗΣ ΤΗΣ ΔΙΕΓΕΡΣΗΣ ΤΩΝ ΚΑΤΑΣΚΕΥΩΝ ΛΟΓΩ ΤΟΥ ΠΕΠΕΡΑΣΜΕΝΟΥ ΤΗΣ ΤΑΧΥΤΗΤΑΣ ΔΙΑΔΟΣΗΣ ΤΩΝ ΣΕΙΣΜΙΚΩΝ ΚΥΜΑΤΩΝ, ΟΣΟΝ ΚΑΙ ΟΙ ΔΙΑΦΟΡΟΠΟΙΗΣΕΙΣ ΣΤΑ ΜΕΓΕΘΗ ΑΠΟΚΡΙΣΗΣ ΛΟΓΩ ΚΡΟΥΣΗΣ. ΜΕ ΜΙΑ ΣΕΙΡΑ ΠΑΡΑΜΕΤΡΙΚΩΝ ΑΝΑΛΥΣΕΩΝ ΔΙΕΡΕΥΝΑΤΑΙ Η ΕΠΙΔΡΑΣΗ ΤΩΝ ΚΥΡΙΟΤΕΡΩΝ ΠΑΡΑΜΕΤΡΩΝ ΠΟΥ ΥΠΕΙΣΕΡΧΟΝΤΑΙ ΣΤΟ ΠΡΟΒΛΗΜΑ."],"dc:identifier":["10.12681/eadd/1658","http://hdl.handle.net/10442/hedi/1658"],"dc:language":["gre"],"dc:publisher":["Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)","Aristotle University Of Thessaloniki (AUTH)"],"dc:subject":["GAP","IMPACT/POUNDING","INTERACTION OF STRUCTURES DURING EARTHQUAKE","Seismic behaviour","SINGLE DEGREE-OF-FREEDOM (SDOF) SYSTEMS","ΑΛΛΗΛΕΠΙΔΡΑΣΗ ΚΑΤΑΣΚΕΥΩΝ ΣΕ ΣΕΙΣΜΟ","ΚΡΟΥΣΗ","ΜΟΝΟΒΑΘΜΙΟΙ ΤΑΛΑΝΤΩΤΕΣ","Σεισμική σημπεριφορά","ΣΕΙΣΜΙΚΟΣ ΑΡΜΟΣ","Engineering and Technology","Civil Engineering","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού"],"dc:title":["ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΣΕ ΕΠΑΦΗ"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:02Z"}