EN
TR
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Öz
Detection of the structures have damage risk is one of the important issues for earthquake engineering. But there is too much building stock in earthquake zones. This article aims to inform engineers about estimation of buildings damage levels after an earthquake. To make individual solution for each building is a laborious task and it takes a long time. Therefore, the rapid risk assessment methods have been gaining importance. For this purpose; The Republic of Turkey Ministry of Environment and Urbanization has issued a regulation on July 2013. The regulation suggests some rapid assessment methods for distribution of the regional earthquake risk of buildings. In this study; First step methodology of "The Methods to Determine of the Regional Earthquake Risk Distribution for Buildings” was explained according to July 2013 regulation. In this study; a sample region edited on a map then performance scores are calculated for selected buildings. Selected buildings were ranked according to performance scores. Then distribution of earthquake risk of these buildings was examined. Owing to the method used in this study; a large number of buildings will be able to evaluate and prioritize about risks rapidly
Anahtar Kelimeler
Kaynakça
- ARAADHK (2013). "Afet Riski Altındaki Alanların Dönüştürülmesi Hakkında Kanunun Uygulama Yönetmeliğinde Değişiklik Yapılmasına Dair Yönetmelik." T.C Çevre Ve Şehircilik Bakanlığı.
- Kaplan, H., S. Yilmaz, H. Binici, E. Yazar and N. Çetinkaya (2004). "May 1, 2003 Turkey—Bingöl earthquake: damage in reinforced concrete structures." Engineering Failure Analysis 11(3): 279–291.
- A. Ünal, H.H. Korkmaz, M.Y. Kaltakcı, M. Kamanlı, F. Bahadır ve F.S. Balık, “Deprem Dayanımı Yetersiz Betonarme Çerçevelerin DüzlemDışı Perde Duvar İle Güçlendirilmesi”, 2. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı 25-27 Eylül 2013 – MKÜ – HATAY
- Chopra, A. K., R. K. Goel and C. Chintanapakdee (2004). "Evaluation of a Modified MPA Procedure Assuming Higher Modes as Elastic to Estimate Seismic Demands." Earthquake Spectra Vol. 20(3, pp. 757-778. Aug.).
- Doǧangün, A. (2004). "Performance of reinforced concrete buildings during the May 1, 2003 Bingöl Earthquake in Turkey." Engineering Structures 26(6): 841-856.6.
- Görgülü, T., Y. S. Tama, S. Yilmaz, H. Kaplan and Z. Ay (2012). "Strengthening of reinforced concrete structures with external steel shear walls." Journal of Constructional Steel Research 70: 226-235
- HAZUS, -. S. (2004). "Earthquake Loss Estimation Methodology " HAZUS Technical Report Federal Emergency Agency and National Institute 4(4).
- Kaplan, H., S. Yilmaz, H. Binici, E. Yazar and N. Çetinkaya (2004). "May 1, 2003 Turkey—Bingöl earthquake: damage in reinforced concrete structures." Engineering Failure Analysis 11(3): 279–291.
Ayrıntılar
Birincil Dil
TR
Konular
-
Bölüm
-
Yayımlanma Tarihi
6 Temmuz 2015
Gönderilme Tarihi
6 Temmuz 2015
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 2015 Cilt: 11 Sayı: 1
APA
Gürbüz, A., & Tekin, M. (2015). -. Celal Bayar University Journal of Science, 11(1). https://doi.org/10.18466/cbufbe.94993
AMA
1.Gürbüz A, Tekin M. -. Celal Bayar University Journal of Science. 2015;11(1). doi:10.18466/cbufbe.94993
Chicago
Gürbüz, Ali, ve Muhammed Tekin. 2015. “-”. Celal Bayar University Journal of Science 11 (1). https://doi.org/10.18466/cbufbe.94993.
EndNote
Gürbüz A, Tekin M (01 Temmuz 2015) -. Celal Bayar University Journal of Science 11 1
IEEE
[1]A. Gürbüz ve M. Tekin, “-”, Celal Bayar University Journal of Science, c. 11, sy 1, Tem. 2015, doi: 10.18466/cbufbe.94993.
ISNAD
Gürbüz, Ali - Tekin, Muhammed. “-”. Celal Bayar University Journal of Science 11/1 (01 Temmuz 2015). https://doi.org/10.18466/cbufbe.94993.
JAMA
1.Gürbüz A, Tekin M. -. Celal Bayar University Journal of Science. 2015;11. doi:10.18466/cbufbe.94993.
MLA
Gürbüz, Ali, ve Muhammed Tekin. “-”. Celal Bayar University Journal of Science, c. 11, sy 1, Temmuz 2015, doi:10.18466/cbufbe.94993.
Vancouver
1.Ali Gürbüz, Muhammed Tekin. -. Celal Bayar University Journal of Science. 01 Temmuz 2015;11(1). doi:10.18466/cbufbe.94993
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