Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi

Yazarlar: Metin Hakan SEVERCAN, Besian SINANI

Konular:İnşaat Mühendisliği

DOI:10.28948/ngumuh.598151

Anahtar Kelimeler:Turkish Seismic Code 2007,Eurocode 8,Nonlinear elastic calculation methods,Static pushover analysis,Performance evaluation

Özet:    In this study, the performances of existing reinforced structures are determined by using Turkish Seismic Code (TSC-2007) and Eurocode 8. The performance evaluation of eight story existing reinforced structure are made by using static pushover analysis method which is a nonlinear elastic method according to the conditions stated in both TSC-2007 and Eurocode 8. The performances of existing reinforced structures and the damage levels of elements obtained in analysis results are compared according to two codes.

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