Alternative methods of seismic design of reinforced concrete structures

Abstract

The present PhD thesis has the title «Alternative methods of seismic design of reinforced concrete structures» and its subject is:1.The research of alternative methods of seismic design of reinforced concrete elements, 2.The evaluation and the comparison of alternative methods with emphasis of Compression Force Path method (CFP) and3.The study of the behavior of such type of elementsThe PhD thesis concentrates to the “low-rise walls” which attain different behavior from the slender concrete elements.The research consisted of experimental and analytical part, while the experimental part contained 2 experimental phases.The first experimental phase contained 6 specimens with dimensions 1060Χ1350Χ150 with three alternative types of reinforcement. More specifically 2 of the specimens have been designed and detailed according to EN1998-1 for DCL demands, 2 other specimens for DCH demands and the last 2 specimens have been designed and detailed according to CFP method.The specimens were not a ...
show more

All items in National Archive of Phd theses are protected by copyright.

DOI
10.12681/eadd/50004
Handle URL
http://hdl.handle.net/10442/hedi/50004
ND
50004
Alternative title
Εναλλακτικές μέθοδοι αντισεισμικού σχεδιασμού στοιχείων οπλισμένου σκυροδέματος
Author
Zygouris, Nikolaos (Father's name: Stavros)
Date
2021
Degree Grantor
National Technical University of Athens (NTUA)
Committee members
Κωτσοβός Μιχαήλ
Σταυρίδης Λεωνίδας
Μυλωνάκης Γεώργιος
Σπηλιόπουλος Κωνσταντίνος
Χαλιορής Κωνσταντίνος
Νομικός Παύλος
Βουγιούκας Εμμανουήλ
Discipline
Engineering and TechnologyCivil Engineering ➨ Structural Engineering
Keywords
Reinforced concrete; Reinforced concrete walls; Compressive force path theory method; Seismic design
Country
Greece
Language
Greek
Description
im., tbls., fig., ch.
Usage statistics
VIEWS
Concern the unique Ph.D. Thesis' views for the period 07/2018 - 07/2023.
Source: Google Analytics.
ONLINE READER
Concern the online reader's opening for the period 07/2018 - 07/2023.
Source: Google Analytics.
DOWNLOADS
Concern all downloads of this Ph.D. Thesis' digital file.
Source: National Archive of Ph.D. Theses.
USERS
Concern all registered users of National Archive of Ph.D. Theses who have interacted with this Ph.D. Thesis. Mostly, it concerns downloads.
Source: National Archive of Ph.D. Theses.
Related items (based on users' visits)