{"id":{"repo_id":"greece","oai_identifier":"oai:10442/1721"},"canonical_url":"https://search.dev.ndltd.org/etd/greece/oai:10442/1721","repository":{"repo_id":"greece","name":"Greek National Archive of PhD Theses","base_url":"https://phdtheses.ekt.gr/eadd_oai/request"},"display":{"title":"Επιρροή της παραμορφωσιμότητας των πλακών στη στατιστική και δυναμική συμπεριφορά πολυόρορφων κτιρίων","abstract":"IN GENERAL THE STRUCTURAL ANALYSIS OF FRAME AND SHEAR WALL BUINDINGS SUBJECTED TO EARTHQUAKE LOADINGS, IS BASED ON THE ASSUMPTION THAT THE FLOOR DIAPHRAGMS ARE RIGID IN THEIR OWN PLANE . THE VALIDITY OF THE ABOVE ASSUMPTION DEPENDS ON THE SHAPE OF THE FLOORS. IN THE PRESENT DISSERTATION A PARAMETRIC ANALYSIS IS MADE FOR THE MOST COMMON CASES OF FLOOR SHAPES. THE SCOPE OF THE INVESTIGATION IS THE DEFINITION OF THE BOUNDS WHICH DEFINE THE REGION OF THE APPLICABILITY OF THE RIGID FLOOR ASSUMPTION . FOR THIS REASON THREE BASIC FORMS OF BUILDINGS HAVE BEEN INVESTIGATED, BOTH FOR STATIC AND DYNAMIC EARTHQUAKE LOADING. A) BUILDINGSOF LONG NARROW RECTANGULAR FLOOR PLAN B) BUILDINGS FOR WHICH THE FLOOR PLAN HAS L FORM C) BUILDINGS FOR WHICH THE FLOOR PLAN HAS Π FORM. THE NUMERICAL SOLUTION OF THE BUILDINGS HAS BEEN MADE WITH THE THREE DIMENTIONAL ANALYSIS PROGRAM SAP IV. DURING THE PARAMETRIC ANALYSIS EVERY STRUCTURE WAS SOLVED TWICE I) USINGTHE ASSUMPTION OF RIGID FLOOR DIAPHRAGMS AND II) TAKING INTO ACCOUNT THE REAL FLOOR FLEXIBILITY. THE STATIC LATERAL LOAD WAS APPLIED WITH A TRIANGULAR DISTRIBUTION OVER THE HEIGHT OF THE BUILDING AND WITH A CONTINUOUS RECTANGULAR DISTRIBUTION IN EACH HORIZONTAL PLANE. FOR THE DYNAMIC SOLUTION OF THE STRUCTURES CONSIDERED A MODE SUPERPOSITION ANALYSIS WAS CARRIED OUT. THE RESPONSE SPECTRUM USED WAS THE ONE OF WHICH THE EUROCODE NO 8 PROPOSES.","abstract_html":"IN GENERAL THE STRUCTURAL ANALYSIS OF FRAME AND SHEAR WALL BUINDINGS SUBJECTED TO EARTHQUAKE LOADINGS, IS BASED ON THE ASSUMPTION THAT THE FLOOR DIAPHRAGMS ARE RIGID IN THEIR OWN PLANE . THE VALIDITY OF THE ABOVE ASSUMPTION DEPENDS ON THE SHAPE OF THE FLOORS. IN THE PRESENT DISSERTATION A PARAMETRIC ANALYSIS IS MADE FOR THE MOST COMMON CASES OF FLOOR SHAPES. THE SCOPE OF THE INVESTIGATION IS THE DEFINITION OF THE BOUNDS WHICH DEFINE THE REGION OF THE APPLICABILITY OF THE RIGID FLOOR ASSUMPTION . FOR THIS REASON THREE BASIC FORMS OF BUILDINGS HAVE BEEN INVESTIGATED, BOTH FOR STATIC AND DYNAMIC EARTHQUAKE LOADING. A) BUILDINGSOF LONG NARROW RECTANGULAR FLOOR PLAN B) BUILDINGS FOR WHICH THE FLOOR PLAN HAS L FORM C) BUILDINGS FOR WHICH THE FLOOR PLAN HAS Π FORM. THE NUMERICAL SOLUTION OF THE BUILDINGS HAS BEEN MADE WITH THE THREE DIMENTIONAL ANALYSIS PROGRAM SAP IV. DURING THE PARAMETRIC ANALYSIS EVERY STRUCTURE WAS SOLVED TWICE I) USINGTHE ASSUMPTION OF RIGID FLOOR DIAPHRAGMS AND II) TAKING INTO ACCOUNT THE REAL FLOOR FLEXIBILITY. THE STATIC LATERAL LOAD WAS APPLIED WITH A TRIANGULAR DISTRIBUTION OVER THE HEIGHT OF THE BUILDING AND WITH A CONTINUOUS RECTANGULAR DISTRIBUTION IN EACH HORIZONTAL PLANE. FOR THE DYNAMIC SOLUTION OF THE STRUCTURES CONSIDERED A MODE SUPERPOSITION ANALYSIS WAS CARRIED OUT. THE RESPONSE SPECTRUM USED WAS THE ONE OF WHICH THE EUROCODE NO 8 PROPOSES.","abstract_has_math":false,"creators":["Athanatopoulou-Kyriakou, Asimina","Αθανατοπούλου-Κυριακού, Ασημίνα"],"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":1991,"date_issued":"1991","date_published":"1991","updated_at":"2026-07-24T02:25:05Z","subjects":["ΔΙΑΦΡΑΓΜΑΤΙΚΗ ΛΕΙΤΟΥΡΓΙΑ ΠΛΑΚΩΝ","ΟΡΙΖΟΝΤΙΑ ΦΟΡΤΙΣΗ","ΠΛΑΚΕΣ ΠΑΡΑΜΟΡΦΩΣΙΜΕΣ","ΠΟΛΥΟΡΟΦΑ ΚΤΙΡΙΑ","ΣΤΑΤΙΚΗ ΚΑΙ ΔΥΝΑΜΙΚΗ ΑΝΑΛΥΣΗ","Φασματική ανάλυση","FLEXIBLE FLOOR","LATERAL LOAD","MULTI-STORY BUILDINGS","RIGID FLOOR","Spectrum analysis","STATIC AND DYNAMIC ANALYSIS","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/1721"],"render_values":[{"text":"10.12681/eadd/1721","href":"https://doi.org/10.12681/eadd/1721","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10442/hedi/1721","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Athanatopoulou-Kyriakou, Asimina","Αθανατοπούλου-Κυριακού, Ασημίνα"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["1991"]},{"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":["ΔΙΑΦΡΑΓΜΑΤΙΚΗ ΛΕΙΤΟΥΡΓΙΑ ΠΛΑΚΩΝ","ΟΡΙΖΟΝΤΙΑ ΦΟΡΤΙΣΗ","ΠΛΑΚΕΣ ΠΑΡΑΜΟΡΦΩΣΙΜΕΣ","ΠΟΛΥΟΡΟΦΑ ΚΤΙΡΙΑ","ΣΤΑΤΙΚΗ ΚΑΙ ΔΥΝΑΜΙΚΗ ΑΝΑΛΥΣΗ","Φασματική ανάλυση","FLEXIBLE FLOOR","LATERAL LOAD","MULTI-STORY BUILDINGS","RIGID FLOOR","Spectrum analysis","STATIC AND DYNAMIC ANALYSIS","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/1721","http://hdl.handle.net/10442/hedi/1721"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["IN GENERAL THE STRUCTURAL ANALYSIS OF FRAME AND SHEAR WALL BUINDINGS SUBJECTED TO EARTHQUAKE LOADINGS, IS BASED ON THE ASSUMPTION THAT THE FLOOR DIAPHRAGMS ARE RIGID IN THEIR OWN PLANE . THE VALIDITY OF THE ABOVE ASSUMPTION DEPENDS ON THE SHAPE OF THE FLOORS. IN THE PRESENT DISSERTATION A PARAMETRIC ANALYSIS IS MADE FOR THE MOST COMMON CASES OF FLOOR SHAPES. THE SCOPE OF THE INVESTIGATION IS THE DEFINITION OF THE BOUNDS WHICH DEFINE THE REGION OF THE APPLICABILITY OF THE RIGID FLOOR ASSUMPTION . FOR THIS REASON THREE BASIC FORMS OF BUILDINGS HAVE BEEN INVESTIGATED, BOTH FOR STATIC AND DYNAMIC EARTHQUAKE LOADING. A) BUILDINGSOF LONG NARROW RECTANGULAR FLOOR PLAN B) BUILDINGS FOR WHICH THE FLOOR PLAN HAS L FORM C) BUILDINGS FOR WHICH THE FLOOR PLAN HAS Π FORM. THE NUMERICAL SOLUTION OF THE BUILDINGS HAS BEEN MADE WITH THE THREE DIMENTIONAL ANALYSIS PROGRAM SAP IV. DURING THE PARAMETRIC ANALYSIS EVERY STRUCTURE WAS SOLVED TWICE I) USINGTHE ASSUMPTION OF RIGID FLOOR DIAPHRAGMS AND II) TAKING INTO ACCOUNT THE REAL FLOOR FLEXIBILITY. THE STATIC LATERAL LOAD WAS APPLIED WITH A TRIANGULAR DISTRIBUTION OVER THE HEIGHT OF THE BUILDING AND WITH A CONTINUOUS RECTANGULAR DISTRIBUTION IN EACH HORIZONTAL PLANE. FOR THE DYNAMIC SOLUTION OF THE STRUCTURES CONSIDERED A MODE SUPERPOSITION ANALYSIS WAS CARRIED OUT. THE RESPONSE SPECTRUM USED WAS THE ONE OF WHICH THE EUROCODE NO 8 PROPOSES.","ΚΑΤΑ ΤΗΝ ΕΠΙΛΥΣΗ ΠΟΛΥΟΡΟΦΩΝ ΚΤΙΡΙΩΝ ΥΠΟ ΤΗΝ ΕΠΙΔΡΑΣΗ ΟΡΙΖΟΝΤΙΩΝ ΦΟΡΤΙΩΝ ΓΙΝΕΤΑΙΗ ΠΑΡΑΔΟΧΗ \"ΔΙΑΦΡΑΓΜΑΤΙΚΗΣ ΛΕΙΤΟΥΡΓΙΑΣ ΤΩΝ ΠΛΑΚΩΝ\". Η ΙΣΧΥΣ ΤΗΣ ΠΑΡΑΔΟΧΗΣ ΕΞΑΡΤΑΤΑΙ ΚΥΡΙΩΣ ΑΠΟ ΤΟ ΓΕΩΜΕΤΡΙΚΟ ΣΧΗΜΑ ΤΗΣ ΚΑΤΟΨΗΣ ΚΑΙ ΥΠΑΡΧΟΥΝ ΠΕΡΙΠΤΩΣΕΙΣ ΣΤΙΣ ΟΠΟΙΕΣ ΕΙΝΑΙ ΣΗΜΑΝΤΙΚΗ Η ΕΠΙΡΡΟΗ ΤΗΣ ΠΑΡΑΜΟΡΦΩΣΙΜΟΤΗΤΑΣ ΤΩΝ ΠΛΑΚΩΝ ΣΤΑ ΜΕΓΕΘΗ ΕΝΤΑΣΗΣ ΚΑΙ ΜΕΤΑΚΙΝΗΣΗΣ ΤΩΝ ΚΑΤΑΚΟΡΥΦΩΝ ΣΤΟΙΧΕΙΩΝ. ΣΚΟΠΟΣ ΤΗΣ ΔΙΑΤΡΙΒΗΣ ΕΙΝΑΙ Ο ΚΑΘΟΡΙΣΜΟΣ ΤΩΝ ΟΡΙΩΝ ΙΣΧΥΟΣ ΤΗΣ ΠΑΡΑΔΟΧΗΣ ΤΗΣ ΔΙΑΦΡΑΓΜΑΤΙΚΗΣ ΛΕΙΤΟΥΡΓΙΑΣ ΤΩΝ ΠΛΑΚΩΝ ΣΥΝΑΡΤΗΣΕΙ ΤΟΥ ΓΕΩΜΕΤΡΙΚΟΥ ΤΟΥΣ ΣΧΗΜΑΤΟΣ. ΓΙΑ ΤΟ ΛΟΓΟ ΑΥΤΟ ΕΓΙΝΕ ΠΑΡΑΜΕΤΡΙΚΗ ΑΝΑΛΥΣΗ ΣΤΟ ΣΤΑΤΙΚΟ ΚΑΙ ΔΥΝΑΜΙΚΟ ΑΝΤΙΣΕΙΣΜΙΚΟ ΥΠΟΛΟΓΙΣΜΟ ΓΙΑ ΤΙΣ ΠΑΡΑΚΑΤΩ ΚΑΤΗΓΟΡΙΕΣ ΚΤΙΡΙΩΝ. Α. ΚΤΙΡΙΑ ΜΕ ΚΑΤΟΨΗ ΕΠΙΜΗΚΗ, Β. ΚΤΙΡΙΑ ΜΕ ΚΑΤΟΨΗ ΣΧΗΜΑΤΟΣ L.,Γ. ΚΤΙΡΙΑ ΜΕ ΚΑΤΟΨΗ ΣΧΗΜΑΤΟΣ Π. Η ΑΝΑΛΥΣΗ ΤΩΝ ΚΤΙΡΙΩΝ ΕΓΙΝΕ ΜΕ ΤΟ ΠΡΟΓΡΑΜΜΑ SAP IV. ΚΑΘΕ ΦΟΡΕΑΣ ΕΠΙΛΥΘΗΚΕ ΔΥΟ ΦΟΡΕΣ Ι) ΧΡΗΣΙΜΟΠΟΙΩΝΤΑΣ ΤΗΝ ΠΑΡΟΧΗ ΔΙΑΦΡΑΓΜΑΤΙΚΗΣ ΛΕΙΤΟΥΡΓΙΑΣ ΙΙ) ΧΡΗΣΙΜΟΠΟΙΩΝΤΑΣ ΤΑ ΠΡΑΓΜΑΤΙΚΑ ΕΛΑΣΤΙΚΑ ΧΑΡΑΚΤΗΡΙΣΤΙΚΑ ΤΩΝ ΠΛΑΚΩΝ. ΣΤΟ ΣΤΑΤΙΚΟ ΑΝΤΙΣΕΙΣΜΙΚΟ ΥΠΟΛΟΓΙΣΜΟ ΤΟ ΟΡΙΖΟΝΤΙΟ ΦΟΡΤΙΟ ΣΕ ΚΑΤΑΚΟΡΥΦΟ ΕΠΙΠΕΔΟ ΚΑΤΑΝΕΜΗΘΗΚΕ ΤΡΙΓΩΝΙΚΑ ΣΤΙΣ ΣΤΑΘΜΕΣ ΤΩΝ ΟΡΟΦΩΝ ΚΑΙ ΣΕ ΟΡΙΖΟΝΤΙΟ ΕΠΙΠΕΔΟ ΟΜΟΙΟΜΟΡΦΑ. Ο ΔΥΝΑΜΙΚΟΣ ΑΝΤΙΣΕΙΣΜΙΚΟΣ ΥΠΟΛΟΓΙΣΜΟΣ ΕΓΙΝΕ ΜΕ ΤΗ ΜΕΘΟΔΟ ΤΗΣ ΦΑΣΜΑΤΙΚΗΣ ΕΠΑΛΛΗΛΙΑΣ ΤΩΝ ΙΔΙΟΜΟΡΦΩΝ. ΤΟ ΦΑΣΜΑ ΠΟΥ ΧΡΗΣΙΜΟΠΟΙΗΘΗΚΕ ΕΙΝΑΙ ΤΟ ΠΡΟΤΕΙΝΟΜΕΝΟ ΑΠΟ ΤΟΝ ΕΥΡΩΚΩΔΙΚΑ ΝΟ 8"]},{"key":"dc:title","label":"Title","values":["Επιρροή της παραμορφωσιμότητας των πλακών στη στατιστική και δυναμική συμπεριφορά πολυόρορφων κτιρίων","THE FLEXIBILITY OF THE DIAPHRAGM FLEXIBILITY IN THE STATIC AND DYNAMIC ANALYSISOF MULTI-STORY BUILDINGS"]}]}],"canonical_facts":{"dc:creator":["Athanatopoulou-Kyriakou, Asimina","Αθανατοπούλου-Κυριακού, Ασημίνα"],"dc:date":["1991"],"dc:description":["IN GENERAL THE STRUCTURAL ANALYSIS OF FRAME AND SHEAR WALL BUINDINGS SUBJECTED TO EARTHQUAKE LOADINGS, IS BASED ON THE ASSUMPTION THAT THE FLOOR DIAPHRAGMS ARE RIGID IN THEIR OWN PLANE . THE VALIDITY OF THE ABOVE ASSUMPTION DEPENDS ON THE SHAPE OF THE FLOORS. IN THE PRESENT DISSERTATION A PARAMETRIC ANALYSIS IS MADE FOR THE MOST COMMON CASES OF FLOOR SHAPES. THE SCOPE OF THE INVESTIGATION IS THE DEFINITION OF THE BOUNDS WHICH DEFINE THE REGION OF THE APPLICABILITY OF THE RIGID FLOOR ASSUMPTION . FOR THIS REASON THREE BASIC FORMS OF BUILDINGS HAVE BEEN INVESTIGATED, BOTH FOR STATIC AND DYNAMIC EARTHQUAKE LOADING. A) BUILDINGSOF LONG NARROW RECTANGULAR FLOOR PLAN B) BUILDINGS FOR WHICH THE FLOOR PLAN HAS L FORM C) BUILDINGS FOR WHICH THE FLOOR PLAN HAS Π FORM. THE NUMERICAL SOLUTION OF THE BUILDINGS HAS BEEN MADE WITH THE THREE DIMENTIONAL ANALYSIS PROGRAM SAP IV. DURING THE PARAMETRIC ANALYSIS EVERY STRUCTURE WAS SOLVED TWICE I) USINGTHE ASSUMPTION OF RIGID FLOOR DIAPHRAGMS AND II) TAKING INTO ACCOUNT THE REAL FLOOR FLEXIBILITY. THE STATIC LATERAL LOAD WAS APPLIED WITH A TRIANGULAR DISTRIBUTION OVER THE HEIGHT OF THE BUILDING AND WITH A CONTINUOUS RECTANGULAR DISTRIBUTION IN EACH HORIZONTAL PLANE. FOR THE DYNAMIC SOLUTION OF THE STRUCTURES CONSIDERED A MODE SUPERPOSITION ANALYSIS WAS CARRIED OUT. THE RESPONSE SPECTRUM USED WAS THE ONE OF WHICH THE EUROCODE NO 8 PROPOSES.","ΚΑΤΑ ΤΗΝ ΕΠΙΛΥΣΗ ΠΟΛΥΟΡΟΦΩΝ ΚΤΙΡΙΩΝ ΥΠΟ ΤΗΝ ΕΠΙΔΡΑΣΗ ΟΡΙΖΟΝΤΙΩΝ ΦΟΡΤΙΩΝ ΓΙΝΕΤΑΙΗ ΠΑΡΑΔΟΧΗ \"ΔΙΑΦΡΑΓΜΑΤΙΚΗΣ ΛΕΙΤΟΥΡΓΙΑΣ ΤΩΝ ΠΛΑΚΩΝ\". Η ΙΣΧΥΣ ΤΗΣ ΠΑΡΑΔΟΧΗΣ ΕΞΑΡΤΑΤΑΙ ΚΥΡΙΩΣ ΑΠΟ ΤΟ ΓΕΩΜΕΤΡΙΚΟ ΣΧΗΜΑ ΤΗΣ ΚΑΤΟΨΗΣ ΚΑΙ ΥΠΑΡΧΟΥΝ ΠΕΡΙΠΤΩΣΕΙΣ ΣΤΙΣ ΟΠΟΙΕΣ ΕΙΝΑΙ ΣΗΜΑΝΤΙΚΗ Η ΕΠΙΡΡΟΗ ΤΗΣ ΠΑΡΑΜΟΡΦΩΣΙΜΟΤΗΤΑΣ ΤΩΝ ΠΛΑΚΩΝ ΣΤΑ ΜΕΓΕΘΗ ΕΝΤΑΣΗΣ ΚΑΙ ΜΕΤΑΚΙΝΗΣΗΣ ΤΩΝ ΚΑΤΑΚΟΡΥΦΩΝ ΣΤΟΙΧΕΙΩΝ. ΣΚΟΠΟΣ ΤΗΣ ΔΙΑΤΡΙΒΗΣ ΕΙΝΑΙ Ο ΚΑΘΟΡΙΣΜΟΣ ΤΩΝ ΟΡΙΩΝ ΙΣΧΥΟΣ ΤΗΣ ΠΑΡΑΔΟΧΗΣ ΤΗΣ ΔΙΑΦΡΑΓΜΑΤΙΚΗΣ ΛΕΙΤΟΥΡΓΙΑΣ ΤΩΝ ΠΛΑΚΩΝ ΣΥΝΑΡΤΗΣΕΙ ΤΟΥ ΓΕΩΜΕΤΡΙΚΟΥ ΤΟΥΣ ΣΧΗΜΑΤΟΣ. ΓΙΑ ΤΟ ΛΟΓΟ ΑΥΤΟ ΕΓΙΝΕ ΠΑΡΑΜΕΤΡΙΚΗ ΑΝΑΛΥΣΗ ΣΤΟ ΣΤΑΤΙΚΟ ΚΑΙ ΔΥΝΑΜΙΚΟ ΑΝΤΙΣΕΙΣΜΙΚΟ ΥΠΟΛΟΓΙΣΜΟ ΓΙΑ ΤΙΣ ΠΑΡΑΚΑΤΩ ΚΑΤΗΓΟΡΙΕΣ ΚΤΙΡΙΩΝ. Α. ΚΤΙΡΙΑ ΜΕ ΚΑΤΟΨΗ ΕΠΙΜΗΚΗ, Β. ΚΤΙΡΙΑ ΜΕ ΚΑΤΟΨΗ ΣΧΗΜΑΤΟΣ L.,Γ. ΚΤΙΡΙΑ ΜΕ ΚΑΤΟΨΗ ΣΧΗΜΑΤΟΣ Π. Η ΑΝΑΛΥΣΗ ΤΩΝ ΚΤΙΡΙΩΝ ΕΓΙΝΕ ΜΕ ΤΟ ΠΡΟΓΡΑΜΜΑ SAP IV. ΚΑΘΕ ΦΟΡΕΑΣ ΕΠΙΛΥΘΗΚΕ ΔΥΟ ΦΟΡΕΣ Ι) ΧΡΗΣΙΜΟΠΟΙΩΝΤΑΣ ΤΗΝ ΠΑΡΟΧΗ ΔΙΑΦΡΑΓΜΑΤΙΚΗΣ ΛΕΙΤΟΥΡΓΙΑΣ ΙΙ) ΧΡΗΣΙΜΟΠΟΙΩΝΤΑΣ ΤΑ ΠΡΑΓΜΑΤΙΚΑ ΕΛΑΣΤΙΚΑ ΧΑΡΑΚΤΗΡΙΣΤΙΚΑ ΤΩΝ ΠΛΑΚΩΝ. ΣΤΟ ΣΤΑΤΙΚΟ ΑΝΤΙΣΕΙΣΜΙΚΟ ΥΠΟΛΟΓΙΣΜΟ ΤΟ ΟΡΙΖΟΝΤΙΟ ΦΟΡΤΙΟ ΣΕ ΚΑΤΑΚΟΡΥΦΟ ΕΠΙΠΕΔΟ ΚΑΤΑΝΕΜΗΘΗΚΕ ΤΡΙΓΩΝΙΚΑ ΣΤΙΣ ΣΤΑΘΜΕΣ ΤΩΝ ΟΡΟΦΩΝ ΚΑΙ ΣΕ ΟΡΙΖΟΝΤΙΟ ΕΠΙΠΕΔΟ ΟΜΟΙΟΜΟΡΦΑ. Ο ΔΥΝΑΜΙΚΟΣ ΑΝΤΙΣΕΙΣΜΙΚΟΣ ΥΠΟΛΟΓΙΣΜΟΣ ΕΓΙΝΕ ΜΕ ΤΗ ΜΕΘΟΔΟ ΤΗΣ ΦΑΣΜΑΤΙΚΗΣ ΕΠΑΛΛΗΛΙΑΣ ΤΩΝ ΙΔΙΟΜΟΡΦΩΝ. ΤΟ ΦΑΣΜΑ ΠΟΥ ΧΡΗΣΙΜΟΠΟΙΗΘΗΚΕ ΕΙΝΑΙ ΤΟ ΠΡΟΤΕΙΝΟΜΕΝΟ ΑΠΟ ΤΟΝ ΕΥΡΩΚΩΔΙΚΑ ΝΟ 8"],"dc:identifier":["10.12681/eadd/1721","http://hdl.handle.net/10442/hedi/1721"],"dc:language":["gre"],"dc:publisher":["Aristotle University Of Thessaloniki (AUTH)","Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)"],"dc:subject":["ΔΙΑΦΡΑΓΜΑΤΙΚΗ ΛΕΙΤΟΥΡΓΙΑ ΠΛΑΚΩΝ","ΟΡΙΖΟΝΤΙΑ ΦΟΡΤΙΣΗ","ΠΛΑΚΕΣ ΠΑΡΑΜΟΡΦΩΣΙΜΕΣ","ΠΟΛΥΟΡΟΦΑ ΚΤΙΡΙΑ","ΣΤΑΤΙΚΗ ΚΑΙ ΔΥΝΑΜΙΚΗ ΑΝΑΛΥΣΗ","Φασματική ανάλυση","FLEXIBLE FLOOR","LATERAL LOAD","MULTI-STORY BUILDINGS","RIGID FLOOR","Spectrum analysis","STATIC AND DYNAMIC ANALYSIS","Επιστήμες Μηχανικού και Τεχνολογία","Επιστήμη Πολιτικού Μηχανικού","Engineering and Technology","Civil Engineering"],"dc:title":["Επιρροή της παραμορφωσιμότητας των πλακών στη στατιστική και δυναμική συμπεριφορά πολυόρορφων κτιρίων","THE FLEXIBILITY OF THE DIAPHRAGM FLEXIBILITY IN THE STATIC AND DYNAMIC ANALYSISOF MULTI-STORY BUILDINGS"],"dc:type":["PhD Thesis"]},"updated_at":"2026-07-24T02:25:05Z"}