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

Anzeige

Effect of a Base Isolation System for Reduction of Annual Seismic Risk of a Steel Building

 Effect of a Base Isolation System for Reduction of Annual Seismic Risk of a Steel Building
Autor(en): ,
Beitrag für IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, veröffentlicht in , S. 1709-1716
DOI: 10.2749/222137815818359122
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.08 MB

This research focuses on the effects of base isolation on annual probable seismic loss in a typical existing educational building. The physical seismic damage is related to economic losses to inves...
Weiterlesen

Bibliografische Angaben

Autor(en): (Ex-Graduate Student, Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran)
(Assistant Professor, International Institute of Earthquake Engineering and Seismology, Tehran, Iran)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Veröffentlicht in:
Seite(n): 1709-1716 Anzahl der Seiten (im PDF): 8
Seite(n): 1709-1716
Anzahl der Seiten (im PDF): 8
Jahr: 2015
DOI: 10.2749/222137815818359122
Abstrakt:

This research focuses on the effects of base isolation on annual probable seismic loss in a typical existing educational building. The physical seismic damage is related to economic losses to investigate the financial aspects of application of base isolation system in building. Meanwhile the probabilistic nature of both seismic event and structural response has been considered by the employed methodology. The building, which experienced the 2012 East Azerbaijan –North West of Iran- twin earthquakes, suffered non-structural damage. The annual probable seismic loss is evaluated for both structures. The existing information of the seismic hazard of area and fragility curves of buildings were employed from previous research. The results indicate that although the initial cost of the project may increase due to application of base isolation, the overall probable loss is reduced due to lower vulnerability of the building equipped by such equipment.

Stichwörter:
Pushover-Analyse