Journals / International Journal of Environment and Geoinformatics / 2016 / Cilt: 3 - Sayı: 1

Determination of Road Functionality for Küçükçekmece District Following a Scenario Earthquake for Istanbul

Pages
29–43
Publication Date
2016-03-07
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

This study aims to reveal a method for road functionality in Küçükçekçekmece following a potential Istanbul Earthquake by using building collapse direction and bridge damage.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Istanbul has been affected by earthquakes throughout its history.
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Key Findings & Data:The most recent earthquake to shake Istanbul was on August 17 1999, along the North Anatolian Fault, 12 km southeast of the Izmit Province, with a magnitude of 7.4.
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Conclusion & Impact:This study aims to reveal a method for road functionality in Küçükçekçekmece following a potential Istanbul Earthquake by using building collapse direction and bridge damage.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Road functionality · bridge damage · building collapse

Abstract

Istanbul has been affected by earthquakes throughout its history. The most recent earthquake to shake Istanbul was on August 17 1999, along the North Anatolian Fault, 12 km southeast of the Izmit Province, with a magnitude of 7.4. Following the 1999 Izmit earthquake, the earthquake risk in Istanbul started to draw attention and many scientific studies were conducted on the potential earthquake risk in this city. Based on these studies, predictions are that Istanbul is going to face a major earthquake in the near future and this will cause severe damage to the built environment. It is estimated that the damage caused by the anticipated earthquake will be extensive as a consequence of Istanbul’s low quality building stock of Istanbul. The buildings that have the possibility of being damaged cause debris around them. If roadside buildings collapsed during the earthquake, the scattered parts of the buildings could cause roads to lose their functionality. Not only building damage but also transportation damage analysis is necessary to use risk mitigation studies and decisions, being that experiences showed that the functionality of transportation structure effects post-earthquake emergency response and recovery operation seriously. This study aims to reveal a method for road functionality in Küçükçekçekmece following a potential Istanbul Earthquake by using building collapse direction and bridge damage.

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Cite This Article

Konukcu, B. E., Karaman, H., Şahin, M. (2016). Determination of Road Functionality for Küçükçekmece District Following a Scenario Earthquake for Istanbul. International Journal of Environment and Geoinformatics, Cilt: 3 - Sayı: 1, 29–43. https://ajindex.com/articles/672654

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References (9)

  1. Ambraseys N, Finkel C (1991) Long‐term seismicity of Istanbul and of the Marmara Sea region Terra Nova 3:527-539
  2. Le Pichon X, Chamot‐Rooke N, Rangin C, Sengör A (2003) The North Anatolian fault in the Sea of Marmara Journal of Geophysical Research: Solid Earth (1978–2012) 108 Parsons T, Toda S, Stein RS, Barka A, Dieterich JH (2000) Heightened odds of large earthquakes near Istanbul: An interaction-based probability calculation Science 288:661-665
  3. Holmes W, Kircher C, Petak W, Youssef N (2008) Seismic performance objectives for tall buildings: A report for the tall buildings initiative, PEER 2008/101 Berkeley (CA): Pacific Earthquake Engineering Research Center Meacham B, Bowen R, Traw J, Moore A (2005) Performance-based building regulation: current situation and future needs Building Research & Information 33:91-106 doi:10.1080/0961321042000322780 Karaman H, Şahin M, Elnashai AS (2008a) Earthquake loss assessment features of maeviz-istanbul (hazturk) Journal of Earthquake Engineering 12:175-186
  4. Karaman H, Şahin M, Elnashai AS, Pineda O (2008b) Loss assessment study for the zeytinburnu district of istanbul using maeviz-istanbul (hazturk) Journal of Earthquake Engineering 12:187-198
  5. JICA, IMM (2002) The Study on A Disaster Prevention / Mitigation Basic Plan in Istanbul including Seismic Microzonation in the Republic of Turkey. Pacific Consultants International, OYO Corporation, Istanbul Jeong S-H, Elnashai AS (2006) New three-dimensional damage index for RC buildings with planar irregularities Journal of Structural Engineering 132:1482-1490
  6. FEMA H-M (2003) MR3 Technical Manual Multi-hazard Loss Estimation Methodology Earthquake Model Elnashai AS et al. (2008) Overview and applications of Maeviz-Hazturk 2007 Journal of Earthquake Engineering 12:100-108
  7. Crowley H, Pinho R, Bommer J (2004) A Probabilistic Displacement-based Vulnerability Assessment Procedure for Earthquake Loss Estimation Bulletin of Earthquake Engineering 2:173-219 doi:10.1007/s10518-004-2290-8
  8. Di Pasquale G, Ferlito R, Orsini G, Papa F, Pizza A, Van Dyck J, Veneziano D (2004) Seismic scenario tools for emergency planning and management. Erdik M, Cagnan Z, Zulfikar C, Sesetyan K, Demircioglu M, Durukal E, Kariptas C Development of rapid earthquake loss assessment methodologies for Euro-Med region. In: Proc. 14th World Conference on Earthquake Engineering, 2008.
  9. IMM DvZIM- (2009) İstanbul Olası Deprem Kayıpları. İstanbul Molina S, Lindholm C (2005) A logic tree extension of the capacity spectr