Orta yükseklikteki hasar görmüş betonarme bir binanın hasargörebilirliğinin incelenmesi

Zeynep Çiftçi; Fatma İlknur Kara; Yasin M. Fahjan

Orta yükseklikteki hasar görmüş betonarme bir binanın hasargörebilirliğinin incelenmesi

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

^*Bu çalışma için yazışmadan sorumlu yazar

Gebze Technical University

Araştırma çıktısı: Dergi yayını › Makale › Hakem

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 başlığı	Investigation of the fragility of a damaged mid-rise reinforced concrete building
Orijinal dil	Türkçe
Sayfa (başlangıç-bitiş)	1589-1602
Sayfa sayısı	14
Dergi	Journal of the Faculty of Engineering and Architecture of Gazi University
Hacim	33
Basın numarası	4
Yayın durumu	Yayınlandı - 2018
Harici olarak yayınlandı	Evet

Bibliyografik not

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

BM SKH

Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur

SKH 11 Sürdürülebilir Şehirler ve Topluluklar

Keywords

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

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

@article{c8fae6de1ba846eaaf0c649fb5e13f61,

title = "Orta y{\"u}kseklikteki hasar g{\"o}rm{\"u}{\c s} betonarme bir binanın hasarg{\"o}rebilirliğinin incelenmesi",

abstract = "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{\textquoteright} 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.",

keywords = "Earthquake damage, Fragility curves, Non-linear time history analysis, Pushover analysis",

author = "Zeynep {\c C}ift{\c c}i and Kara, \{Fatma İlknur\} and Fahjan, \{Yasin M.\}",

year = "2018",

language = "T{\"u}rk{\c c}e",

volume = "33",

pages = "1589--1602",

journal = "Journal of the Faculty of Engineering and Architecture of Gazi University",

issn = "1300-1884",

publisher = "Gazi Universitesi",

number = "4",

}

TY - JOUR

T1 - Orta yükseklikteki hasar görmüş betonarme bir binanın hasargörebilirliğinin incelenmesi

AU - Çiftçi, Zeynep

AU - Kara, Fatma İlknur

AU - Fahjan, Yasin M.

PY - 2018

Y1 - 2018

N2 - 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.

AB - 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.

KW - Earthquake damage

KW - Fragility curves

KW - Non-linear time history analysis

KW - Pushover analysis

UR - https://www.scopus.com/pages/publications/85059572792

M3 - Makale

AN - SCOPUS:85059572792

SN - 1300-1884

VL - 33

SP - 1589

EP - 1602

JO - Journal of the Faculty of Engineering and Architecture of Gazi University

JF - Journal of the Faculty of Engineering and Architecture of Gazi University

IS - 4

ER -

Orta yükseklikteki hasar görmüş betonarme bir binanın hasargörebilirliğinin incelenmesi

Özet

Bibliyografik not

BM SKH

Keywords

Diğer Dosyalar ve Linkler

Parmak izi

Alıntı Yap