Comparative Analysis of Composite Buildings Produced in National and International Standards

Authors : Serkan ETLİ, Melek AKGÜL

Pages : 183-199

View : 40 | Download : 42

Publication Date : 2023-08-31

Article Type : Research Paper

Abstract :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 insert ignore into journalissuearticles values(TCDCSS-2016); and Türkiye Building Earthquake Code-2018 insert ignore into journalissuearticles values(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 : Kompozit moment aktaran çerçeve, Beton dolgulu çelik tüp kolon, Artımsal dinamik analiz, Doğrusal olmayan statik itme analizi, Sismik davranış faktörü