Dergiler / Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi / 2013 / Cilt: 17 - Sayı: 2

Erciş Kültür Merkezi Binasının Sahada Gözlenen Ve 2007 Deprem Yönetmeliği'ne Göre Hesaplanan Deprem Performanslarının Karşılaştırılması

Comparison Of Seismic Performance Of Erciş Cultural Center Building With Observed And Calculated By Turkish Earthquake Code-2007

Sayfa
257–266
DOI
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Özet

The goal of this paper is to review the validity of seismic assessment procedure given in the Turkish Earthquake Code by comparing the assessment results with real structures from Eastern Turkey, where the 2011 Van earthquake occurred. To test the analysis methods for a typically suitable structure, the cultural center building at Erciş with 3 stories, is selected. In order to compare the results of the three different analysis techniques, for an identical earthquake, the ground motion used in analysis was characterized by equivalent elastic earthquake spectra, which were developed from available time history at the nearest construction site. It was found that the damage predictions by using the by Turkish Earthquake Code procedures point out the different level of damages. But, it is concluded that nonlinear time history analysis calculated the best estimation of the damage observed in the site.

Abstract

The goal of this paper is to review the validity of seismic assessment procedure given in the Turkish Earthquake Code by comparing the assessment results with cultural center building at Erciş with 3 stories, where the 2011 Van earthquake occurred. In order to compare the results of different analysis techniques, for an identical earthquake, the ground motion used in analysis was characterized by equivalent elastic earthquake spectra, which were developed from available time history at the nearest construction site. It was found that nonlinear time history analysis calculated the best estimation of the damage observed in the site.

Anahtar kelimeler: Performans Değerlendirmesi, Doğrusal Elastik Yöntem, Statik İtme Analizi, Zaman Tanım Alanında Hesap Yöntemi, Artımsal Dişnamik Analiz, Deprem Yönetmeliği