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

Anzeige

Time history analysis of an existing structure in accordance with Turkish and European standards

 Time history analysis of an existing structure in accordance with Turkish and European standards
Autor(en): , , ORCID,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 1383-1391
DOI: 10.2749/ghent.2021.1383
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.23 MB

Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more ef...
Weiterlesen

Bibliografische Angaben

Autor(en): (Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
(Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
ORCID (Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
(Institute of Earthquake Engineering and Disaster Management, Istanbul Technical University, Turkey‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 1383-1391 Anzahl der Seiten (im PDF): 9
Seite(n): 1383-1391
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/ghent.2021.1383
Abstrakt:

Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more efficient. In this study, a seismic analysis comparison is performed on an existing steel structure via SAP2000 software. The seismic analysis method is Linear Time History Analysis. A comparison of results attained from dynamic analysis is obtained for an existing steel structure serving as a garage in Istanbul, Turkey. The results are demonstrated using graphics where base shear forces as well as lateral displacements obtained for two models are plotted for comparison.

Stichwörter:
Eurocode 8 Zeitschrittanalyse
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
Lizenz:

Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden.