Orta yükseklikteki hasar görmüş betonarme bir binanın hasargörebilirliğinin incelenmesi

Zeynep Çiftçi, Fatma İlknur Kara*, Yasin M. Fahjan

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: ???type-name???Makalebilirkişi

1 Atıf (Scopus)

Özet

An important part of existing building stock in Turkey is composed of middle-height reinforced concrete structures that had been exposed to earthquakes but still in use. Determination of damaged buildings’ structural performance exposed again to an earthquake is very important for a successful earthquake disaster and risk management. In this study, damage probabilities of damaged and non –damaged reinforced concrete buildings are evaluated. In this context, a moderately damaged middle-height reinforced concrete structure is selected. Structural three-dimensional models for damaged and non-damaged cases are prepared and nonlinear pushover analyses are performed. Fragility curves of both cases are obtained using drift ratios. As a result, possible damage ratios are obtained and evaluated for disaster management.

Tercüme edilen katkı başlığıInvestigation of the fragility of a damaged mid-rise reinforced concrete building
Orijinal dilTürkçe
Sayfa (başlangıç-bitiş)1589-1602
Sayfa sayısı14
DergiJournal of the Faculty of Engineering and Architecture of Gazi University
Hacim33
Basın numarası4
Yayın durumuYayınlandı - 2018
Harici olarak yayınlandıEvet

Bibliyografik not

Publisher Copyright:
© 2018 Gazi Universitesi Muhendislik-Mimarlik. All Rights Reserved.

Keywords

  • Earthquake damage
  • Fragility curves
  • Non-linear time history analysis
  • Pushover analysis

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