0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Comparative Study of a Set of Codes for the Seismic Design of Buildings

 Comparative Study of a Set of Codes for the Seismic Design of Buildings
Autor(en): , , , ,
Beitrag für IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, veröffentlicht in , S. 136-143
DOI: 10.2749/vancouver.2017.0136
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.22 MB

A comparative study of codes from seismically active regions of various countries is presented covering US, European, Italian, Greek, Romanian, Brazilian and Bulgarian Standards. The study focuses ...
Weiterlesen

Bibliografische Angaben

Autor(en): (Full Professor, Federal University of Rio de Janeiro, Brazil)
(Structural Engineer, EQUIDAS Consulting Engineers, Greece)
(Professor, University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria)
(Professor, Technical University of Civil Engineering, Bucharest, Romania)
(Bridge Engineer at Santiago Calatrava LLC, Zürich, Switzerland)
(Full Professor, Federal University of Rio de Janeiro, Brazil)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Veröffentlicht in:
Seite(n): 136-143 Anzahl der Seiten (im PDF): 8
Seite(n): 136-143
Anzahl der Seiten (im PDF): 8
Jahr: 2017
DOI: 10.2749/vancouver.2017.0136
Abstrakt:

A comparative study of codes from seismically active regions of various countries is presented covering US, European, Italian, Greek, Romanian, Brazilian and Bulgarian Standards. The study focuses on the comparison of certain critical points: recurrence periods; seismic zonation and design ground motion parameter values; shape of the response spectrum; soil amplification; importance levels; seismic force-resisting systems; behavior factors; structural irregularities; story drift limits; procedures for seismic analysis. Following the comparison of the text of the codes, their application on the seismic design of an ordinary reinforced concrete structure is presented. The structure is subjected to the seismic input according to the above set of codes and obtained results are compared highlighting the differences between the codes. Overall this study aims to assist to the future improvement of the various seismic standards.