Betonarme yapıların hasargörebilirliğinin aletsel verilere ve statik itme analizine göre belirlenmesi
Yükleniyor...
Dosyalar
Tarih
2011
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Hatay Mustafa Kemal Üniversitesi
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
Bu çalışmada, Antakya bölgesindeki genel betonarme yapı stokunu temsil edebilecek şekilde seçilen7 tane betonarme konut tipindeki yapının aletsel veriler ile elde edilen dinamik davranış parametrelerine bağlı olarak model düzeltmeleri yapıldıktan sonra sismik performanslarının Statik İtme analizi ile belirlenmesi amaçlanmıştır. Binaların gerçek dinamik davranış parametrelerinin belirlenebilmesi amacıyla, binalara zorlanmış titreşim deneyleri uygulanmıştır. Yapılar zorlanmış titreşim deney sonuçları dikkate alınarak model kalibrasyonu yapılmış ve doğrusal olmayan statik hesaplamalara olanak veren ETABS analiz programı ile analizleri yapılmıştır. Çalışmada ulaşılan sonuçlar ışığında, yapıların deprem etkisi altındaki davranışları daha gerçekçi bir şekilde belirlenmiş ve Antakya genelindeki konut tipi betonarme yapıların olası bir senaryo depremde nasıl bir hasar dağılımı ortaya çıkaracağına ilişkin yapılcak olan çalışmaya veri hazırlanmıştır.
In this study, it was aimed the determination of seismic performance of several mutlistorey RC structures that selected in Antakya region. These structures were choosen as representative of reinforced concrete structures in Antakya region. They were modelled with ETABS structural analysis programme that enable to perform nonlinear static analysis. Seismic performance of these structures were computed with Capacity Spectrum Method and Performance Based Design that are suggested by Applied Technology Council (ATC) and Federal Emergency Management Agency (FEMA), respectively, and their results were compared. Also other nonlinear analysis methods suggested by DBYBHY - 2007 were explained briefly. Results that were obtained with this study are aggree well with the results have been handled by past research studies for the determination to seismic performance of multistorey reinforced concrete structures in Turkey. All the datas of this thesis used to constitute a database for The Scientific and Technological Research Council of Turkey (TUBITAK) project which has reference number 106M420 and TUBITAK-International Bureau of the BMBF project has reference number 107M445.
In this study, it was aimed the determination of seismic performance of several mutlistorey RC structures that selected in Antakya region. These structures were choosen as representative of reinforced concrete structures in Antakya region. They were modelled with ETABS structural analysis programme that enable to perform nonlinear static analysis. Seismic performance of these structures were computed with Capacity Spectrum Method and Performance Based Design that are suggested by Applied Technology Council (ATC) and Federal Emergency Management Agency (FEMA), respectively, and their results were compared. Also other nonlinear analysis methods suggested by DBYBHY - 2007 were explained briefly. Results that were obtained with this study are aggree well with the results have been handled by past research studies for the determination to seismic performance of multistorey reinforced concrete structures in Turkey. All the datas of this thesis used to constitute a database for The Scientific and Technological Research Council of Turkey (TUBITAK) project which has reference number 106M420 and TUBITAK-International Bureau of the BMBF project has reference number 107M445.
Açıklama
Anahtar Kelimeler
Deprem Mühendisliği, Earthquake Engineering
