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Please use this identifier to cite or link to this item: http://hdl.handle.net/11129/316

Title: Discussions on the Seismic Performance Assessment Through a Case Study of "Sosyal Konutlar" Buildings in Famagusta
Authors: Khudhur, Hind Mahmood
Keywords: Civil Engineering
Council Houses (Sosyal Konutlar) - Low Cost Housing - Earthquake Resistant Design - Structural Analysis - Famagusta, North Cyprus
Earthquake - Corrosion - Nonlinear Static Analysis
Issue Date: 2012
Publisher: Eastern Mediterranean University (EMU)
Citation: Khudhur, Hind Mahmood. (2012). Discussions on the Seismic Performance Assessment Through a Case Study of "Sosyal Konutlar" Buildings in Famagusta. Thesis (M.S.), Eastern Mediterranean University, Institute of Graduate Studies and Research, Dept. of Civil Engineering, Famagusta: North Cyprus.
Abstract: ABSTRACT: This research is to assess the performance of "Sosyal Konutlar Buildings" in Famagusta against earthquakes by using nonlinear static analysis methods. The assessment methodology involves two stages. First, the building data should be prepared such as available drawings, material properties, condition of the structural members etc. At the second stage, the data is used to model the building via the appropriate software. At the first stage, it was observed that these buildings have corrosion problem especially in the columns. Therefore, this problem and its effect on performance of the buildings have been taken into account. The corrosion effect of reduction in steel area, reduction in concrete strength and slip have been considered for the ground floor columns and their effect on seismic performance has been determined. In this study corrosion level of the ground floor columns have been considered as 5%, 10%, 15% and 20%. Buildings have been modeled as a two dimensional frame model with three types of loads, uniform lateral loads, triangular lateral loads and the first mode lateral load pattern. Although, the Turkish Earthquake Code design response spectrum has been used, the nonlinear static procedures of FEMA356 and Eurocode8 has been used. Results were obtained for both codes are discussed and comparison between both codes were explained. Keywords: Earthquake, corrosion, nonlinear static analysis. …………………………………………………………………………………………………………………………………………………………………………………………………………………… ÖZ: Bu araştırma, doğrusal olmayan statik analiz yöntemleri kullanılarak depreme karşı Famagusta "Sosyal Konutlar Binalar" performansını değerlendirmektir.Değerlendirme metodolojisi iki aşamayı kapsar. Birincisi, bina verileri gibi mevcut çizimler, malzeme özellikleri, ikinci aşamada yapı elemanlarının vb koşulu olarak hazırlanmalıdır, verileri uygun yazılım üzerinden bina modellemek için kullanılır. İlk aşamada, bu binaların özellikle sütunlar korozyon problemi olduğu gözlendi. Bu nedenle, bu sorun ve binaların performans üzerindeki etkisi dikkate alınmıştır. Çelik alanında azalma korozyon etkisi, beton dayanımı ve kayma azalma tespit edilmiştir deprem performansı zemin katta kolon ve onların etkisi dikkate alınmıştır.Zemin Bu çalışmada korozyon seviyede katta kolonlar% 5,% 10,% 15 ve% 20 olarak kabul edilmiştir. Binalar yükleri, düzgün yatay yükler, üçgen yanal yükler ve ilk modu yatay yük desen üç tip bir iki boyutlu çerçeve modeli olarak modellenmiştir.Türk Deprem Yönetmeliği tasarım spektrumu kullanılmıştır, ancak FEMA356 ve Eurocode8 nonlineer statik prosedürleri kullanılmıştır. Her iki kodları tartışıldı ve hem kodlar arasında karşılaştırma anlatıldı için sonuçlar elde edilmiştir. Anahtar Kelimeler: Deprem, korozyon, doğrusal olmayan statik analiz.
Description: Master of Science in Civil Engineering. Thesis (M.S.)--Eastern Mediterranean University, Faculty of Engineering, Dept. of Civil Engineering, 2012. Supervisor: Assist. Prof. Dr. Serhan Şensoy.
URI: http://hdl.handle.net/11129/316
Appears in Collections:Theses (Master's and Ph.D) – Civil Engineering

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