Ulusal ve Uluslararası Standartlarda Üretilen Kompozit Binaların Karşılaştırmalı Analizi

5-, 10-, 15- ve 20 katlı binalar beton dolgulu çelik tüp kolonlu ve kompozit kirişli moment aktaran çerçeve binalar modellenmiştir. Binalar yüksek süneklik seviyelerinde TCDCSS -2016 ve TBEC-2018 yönetmeliğine göre tasarlanmıştır. DCH yapılarının tasarımı, 0.79 g PGA için ZC zeminde tasarlanmıştır. Tasarım yeri seçilirken, inşaatın Kuzey Anadolu fay hattı ile Doğu Anadolu fay hattı arasında kalan bir bölgede, yani deprem riskinin yüksek olduğu bir bölgede yapılacağı varsayılmıştır. Çalışma kapsamında yapıların tasarımı ve performans değerlendirmesi yapılırken SeismoStruct [1] yazılımı kullanılmıştır. Doğrusal olmayan statik itme ve artımlı dinamik analizler kullanılmıştır. PO analizinde düzgün ve üçgen yük dağılımları kullanılmıştır. Dinamik analizde 16 deprem yer hareketi kullanılmıştır. Kat sayısının CMRF'lerin sismik davranışı üzerindeki etkisi doğrusal olmayan analiz sonuçları kullanılarak incelenmiştir. Buna göre, CMRF yapıları için elemanların yanal tepkisindeki değişim, aşırı dayanım faktörleri, süneklik ve kesit kapasitesi değişimi sunulmuştur. Ayrıca benzer geometrilere sahip önceki çalışmalardan elde edilen yapıların performans parametreleri ile karşılıklı bir değerlendirme yapılmıştır.

Anahtar Kelimeler:

Kompozit moment aktaran çerçeve, Beton dolgulu çelik tüp kolon, Artımsal dinamik analiz, Doğrusal olmayan statik itme analizi, Sismik davranış faktörü.

Comparative Analysis of Composite Buildings Produced in National and International Standards

Composite moment resisting frame buildings with 5-, 10-, 15- and 20-story concrete filled steel tube columns and composite beams were modelled. The buildings are designed according to Turkish Code for Design and Construction of Steel Structures-2016 (TCDCSS-2016) and Türkiye Building Earthquake Code-2018 (TBEC-2018) regulations at high ductility levels. The design of the DCH structures was designed in ZC ground for a 0.79 g PGA. While choosing the design location, it is assumed that the construction will be made in a region between the North Anatolian fault line and the East Anatolian fault line, that is, in a region with high earthquake risk. Within the scope of the study, SeismoStruct [1] software was used during the design and performance evaluation of the structures. Nonlinear static push and incremental dynamic analyses were used. Uniform and triangular load distributions were adopted in the PO analysis, and 16 earthquake ground motions were used in the dynamic analysis. The effect of story number on the seismic behavior of CMRFs was investigated using nonlinear analysis results. Accordingly, variation in lateral response, overstrength factors, ductility, and section capacity change of members for CMRF structures were presented. In addition, a mutual evaluation was made with the performance parameters obtained from previous studies with similar geometries.

Keywords:

Composite moment resisting frame, Concrete filled steel tube column, Incremental dynamic analysis, Nonlinear pushover analysis, Seismic behavior factor,

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