Araştırma Makalesi
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Betonarme yapıların kentsel dönüşümünde, hızlı tarama parametrelerin değerlendirilmesi ve öneriler

Yıl 2024, Cilt: 30 Sayı: 7, 957 - 965, 28.12.2024

Öz

Yaşanan son depremler göstermiştir ki, Türkiye'de birçok kent için yaşanabilir koşullara ulaşmak, kentlilerin can ve mal güvenliğinin sağlayabilmek için kentsel dönüşüm bir zorunluluk haline gelmiştir. Ülkedeki kentsel dönüşüm ihtiyacını karşılamak amacıyla 2013 yılından itibaren Çevre, Şehircilik ve İklim Değişikliği Bakanlığı bünyesinde "Altyapı ve Kentsel Dönüşüm Hizmetleri Genel Müdürlüğü" kurularak bina bazlı ve alan bazlı kentsel dönüşüm gerçekleştirilmektedir. faaliyetler bu kurum tarafından koordine edilmektedir. Alan bazlı Kentsel Dönüşüm planlaması çerçevesinde deprem tehlikesi açısından yüksek riskli yapılara sahip alanlar 6306 Sayılı Kanun Yürürlük Yönetmeliği ekinde yer alan Birinci Aşama Değerlendirme Yöntemi kullanılarak belirlenmektedir. yöntemin binaların risk durumlarını belirlemede yetersiz kaldığı ve detaylı analiz sonuçlarıyla pek uyumlu olmadığı görüldü. Bu çalışmada "Birinci Aşama Değerlendirme Yöntemi" için kullanılan parametrelere ek olarak kullanılacak yeni parametreler üzerinde çalışılmış ve belirlenen bölgedeki risk durumunun daha uygun şekilde belirlenmesi amaçlanmıştır. Bu kapsamda Çevre, Şehircilik ve İklim Değişikliği Bakanlığı veri tabanından statik analizlerle risk durumu belirlenen 402 bina kullanıldı. Bunu gerçekleştirmek için veri tabanında riskli olduğu belirlenen binaların riskli olmasına neden olabilecek parametreler belirlenmiş ve belirlenen bu parametrelerin binanın riskliliğine katkıları en etkili olandan en aza doğru aşağıdaki yöntemler kullanılarak sıralanmıştır: SPSS istatistiksel analiz yazılımı. Ayrıca “Birinci Aşama Değerlendirme Yöntemi”nde kullanılan parametrelerin dair değerlendirmeler yapılmıştır.

Kaynakça

  • [1] Ministry of Environment, Urbanization and Climate Change. “GABHR 2019: Guidelines for the Assessment of Buildings under High Risk”. Ankara, Turkey, 55, 2019.
  • [2] Japan Building Disaster Prevention Association (JBDPA). “Standard for Seismic Evaluation and Retrofit of Existing Buildings”. Tokyo, Japan, 119, 1977.
  • [3] Federal Emergency Management Agency. “FEMA 154: Rapid Visual Screening of Buildings for Potential Seismic Hazards: A Handbook”. Applied Technology Council, Washington DC, USA, 388, 2015.
  • [4] Federal Emergency Management Agency. “FEMA 155: Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation”. Applied Technology Council, Federal Emergency Management Agency, Washington DC, USA, 206, 2015.
  • [5] National Research Council of Canada. “Manual for Screening of Buildings for Seismic Investigation”. Institute for Research in Construction, Ottawa, Canada, 90, 1993.
  • [6] Japan International Cooperation Agency (JICA) and Istanbul Metropolitan Municipality (IMM). “The Study on A Disaster Prevention/Mitigation Basic Plan in Istanbul including Seismic Microzonation in the Republic of Turkey”. Tokyo, Japan, Final Report, 729, 2002.
  • [7] Cinar ÖF. Feasibility Assessment of Resources Used in the Urban Transformation Activities Under the Law No 6306 in Istanbul. MSc Thesis, Düzce University, Düzce, Turkey, 2017.
  • [8] Kandilli Observatory and Earthquake Research Institute (KOERI). "Earthquake Risk Assessment for Istanbul Metropolitan Area". Department of Earthquake Engineering, Boğaziçi University, Istanbul, Turkey, Final Report, 300, 2002.
  • [9] Federal Emergency Management Agency. “Fema 356: Prestandard and Commentary for the Seismic Rehabilitation of Buildings”. Federal Emergency Management Agency, Washington DC, USA, 518, 2000.
  • [10] Bal İE, Tezcan SS, Gülay G. “P25 rapid screening method to determine the collapse vulnerability of r/c buildings”. Sixth National Conference on Earthquake Engineering, Istanbul, Turkey, 16-20 October 2007.
  • [11] Güvenir E. Development of Alternative Rapid Screening Method to Determine Regional Risk Distribution of Masonry Structures. MSc Thesis, Hacettepe University, Ankara, Turkey, 2019.
  • [12] Coskun O. Development of an Alternative Rapid Screening Method to Determine the Risk Level of Reinforced Concrete Buildings. MSc Thesis, Gazi University, Ankara, Turkey, 2019.
  • [13] Ilki A, Comert M, Demir C, Orakcal K, Ulugtekin D, Tapan M, Kumbasar M. “Performance based rapid seismic assessment method (pera) for reinforced concrete frame buildings”. Advances in Structural Engineering, 17(3), 439-459, 2014.
  • [14] Dısaster and Emergency Management President. “TEC 2018: Turkish Earthquake Code Specification for Structures to be Built in Disaster Areas”. Ankara, Turkey, 416, 2018.
  • [15] Tozlu Z, Anil O, Sahmaran M. “Urban transformation law no. 6306 scope of coverage of comprehensive rapid assessment technical field application example Nigde". Türkiye 3. Earthquake Engineering and Seismology Conference, İzmir, Turkey, 14-16 October 2015.
  • [16] Tozlu, Z. The Implementation of Rapid Assessment Method within the Law No. 6306 to Determine Risk Condition of Existing Buildings. MSc Thesis, Gazi University, Ankara, Turkey, 2015.

Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings

Yıl 2024, Cilt: 30 Sayı: 7, 957 - 965, 28.12.2024

Öz

Recent earthquakes have shown that urban transformation has become a necessity for many cities in Turkey to achieve livable conditions and to ensure the safety of life and property of the citizens. In order to fulfill the need for urban transformation in the country, "General Directorate of Infrastructure and Urban Transformation Services" has been established under the Ministry of Environment, Urbanization and Climate Change since 2013, and building-based and area-based urban transformation has been carried out. activities are coordinated by this institution. Within the framework of area-based Urban Transformation planning, areas with high-risk buildings in terms of earthquake hazard are determined by using the First Stage Evaluation Method included in the annex of the Law No. 6306 Enforcement Regulation. It was observed that the method was insufficient to determine the risk situations of buildings and was not very compatible with the detailed analysis results. In this study, new parameters to be used in addition to the parameters used for the "First Stage Evaluation Method" were studied and it was aimed to determine the risk situation in the determined region more appropriately. In this context, 402 buildings, whose risk status was determined by static analyses from the database of the Ministry of Environment, Urbanization and Climate Change, were used. To achieve this, the parameters that may cause the buildings that are determined to be risky to be risky are determined in the database and the contributions of these determined parameters to the risky of the building are ranked from the most effective to the least using the following methods: SPSS statistical analysis software. In addition, the parameters used in the "First Stage Evaluation Method" were interpreted.

Kaynakça

  • [1] Ministry of Environment, Urbanization and Climate Change. “GABHR 2019: Guidelines for the Assessment of Buildings under High Risk”. Ankara, Turkey, 55, 2019.
  • [2] Japan Building Disaster Prevention Association (JBDPA). “Standard for Seismic Evaluation and Retrofit of Existing Buildings”. Tokyo, Japan, 119, 1977.
  • [3] Federal Emergency Management Agency. “FEMA 154: Rapid Visual Screening of Buildings for Potential Seismic Hazards: A Handbook”. Applied Technology Council, Washington DC, USA, 388, 2015.
  • [4] Federal Emergency Management Agency. “FEMA 155: Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation”. Applied Technology Council, Federal Emergency Management Agency, Washington DC, USA, 206, 2015.
  • [5] National Research Council of Canada. “Manual for Screening of Buildings for Seismic Investigation”. Institute for Research in Construction, Ottawa, Canada, 90, 1993.
  • [6] Japan International Cooperation Agency (JICA) and Istanbul Metropolitan Municipality (IMM). “The Study on A Disaster Prevention/Mitigation Basic Plan in Istanbul including Seismic Microzonation in the Republic of Turkey”. Tokyo, Japan, Final Report, 729, 2002.
  • [7] Cinar ÖF. Feasibility Assessment of Resources Used in the Urban Transformation Activities Under the Law No 6306 in Istanbul. MSc Thesis, Düzce University, Düzce, Turkey, 2017.
  • [8] Kandilli Observatory and Earthquake Research Institute (KOERI). "Earthquake Risk Assessment for Istanbul Metropolitan Area". Department of Earthquake Engineering, Boğaziçi University, Istanbul, Turkey, Final Report, 300, 2002.
  • [9] Federal Emergency Management Agency. “Fema 356: Prestandard and Commentary for the Seismic Rehabilitation of Buildings”. Federal Emergency Management Agency, Washington DC, USA, 518, 2000.
  • [10] Bal İE, Tezcan SS, Gülay G. “P25 rapid screening method to determine the collapse vulnerability of r/c buildings”. Sixth National Conference on Earthquake Engineering, Istanbul, Turkey, 16-20 October 2007.
  • [11] Güvenir E. Development of Alternative Rapid Screening Method to Determine Regional Risk Distribution of Masonry Structures. MSc Thesis, Hacettepe University, Ankara, Turkey, 2019.
  • [12] Coskun O. Development of an Alternative Rapid Screening Method to Determine the Risk Level of Reinforced Concrete Buildings. MSc Thesis, Gazi University, Ankara, Turkey, 2019.
  • [13] Ilki A, Comert M, Demir C, Orakcal K, Ulugtekin D, Tapan M, Kumbasar M. “Performance based rapid seismic assessment method (pera) for reinforced concrete frame buildings”. Advances in Structural Engineering, 17(3), 439-459, 2014.
  • [14] Dısaster and Emergency Management President. “TEC 2018: Turkish Earthquake Code Specification for Structures to be Built in Disaster Areas”. Ankara, Turkey, 416, 2018.
  • [15] Tozlu Z, Anil O, Sahmaran M. “Urban transformation law no. 6306 scope of coverage of comprehensive rapid assessment technical field application example Nigde". Türkiye 3. Earthquake Engineering and Seismology Conference, İzmir, Turkey, 14-16 October 2015.
  • [16] Tozlu, Z. The Implementation of Rapid Assessment Method within the Law No. 6306 to Determine Risk Condition of Existing Buildings. MSc Thesis, Gazi University, Ankara, Turkey, 2015.
Toplam 16 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Betonarme Yapılar, Deprem Mühendisliği, İnşaat Mühendisliği (Diğer)
Bölüm Makale
Yazarlar

Emrah Bahşi

Onur Coşkun Bu kişi benim

Ömer Faruk Çınar Bu kişi benim

Yayımlanma Tarihi 28 Aralık 2024
Yayımlandığı Sayı Yıl 2024 Cilt: 30 Sayı: 7

Kaynak Göster

APA Bahşi, E., Coşkun, O., & Çınar, Ö. F. (2024). Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 30(7), 957-965.
AMA Bahşi E, Coşkun O, Çınar ÖF. Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. Aralık 2024;30(7):957-965.
Chicago Bahşi, Emrah, Onur Coşkun, ve Ömer Faruk Çınar. “Evaluation of Rapid Screening Parameters and Suggestions for Urban Transformation of Reinforced Concrete Buildings”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 30, sy. 7 (Aralık 2024): 957-65.
EndNote Bahşi E, Coşkun O, Çınar ÖF (01 Aralık 2024) Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 30 7 957–965.
IEEE E. Bahşi, O. Coşkun, ve Ö. F. Çınar, “Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings”, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 30, sy. 7, ss. 957–965, 2024.
ISNAD Bahşi, Emrah vd. “Evaluation of Rapid Screening Parameters and Suggestions for Urban Transformation of Reinforced Concrete Buildings”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 30/7 (Aralık 2024), 957-965.
JAMA Bahşi E, Coşkun O, Çınar ÖF. Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2024;30:957–965.
MLA Bahşi, Emrah vd. “Evaluation of Rapid Screening Parameters and Suggestions for Urban Transformation of Reinforced Concrete Buildings”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 30, sy. 7, 2024, ss. 957-65.
Vancouver Bahşi E, Coşkun O, Çınar ÖF. Evaluation of rapid screening parameters and suggestions for urban transformation of reinforced concrete buildings. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2024;30(7):957-65.





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