@article{article_338021, title={Determination of the Performance of an Existing Reinforced Concrete Structure According to the 2007 Earthquake Regulations and Strengthening Proposal}, journal={International Journal of Pure and Applied Sciences}, volume={3}, pages={58–67}, year={2017}, DOI={10.29132/ijpas.338021}, url={https://izlik.org/JA96DK58RB}, author={Keleşoğlu, Ömer and Çakar, Halime and Polat, Alper}, keywords={Güçlendirme,can güvenliği,hasar düzeyi,TDY-2007,performans analizi}, abstract={<p class="MsoNormal" style="margin-bottom:.0001pt;text-align:justify;text-indent:21.3pt;line-height:normal;"> <span lang="en-us" style="font-size:10pt;font-family:’Times New Roman’, serif;" xml:lang="en-us">In this study, a reinforced concrete building with a
5-story frame system constructed according to the 1975 earthquake regulations
was dealt with. Regulation on Buildings to be performed in Earthquake Regions
2007 According to Chapter 7, the "Life Safety" performance level for
residential buildings was researched. Bending moment capacities of building
bearing elements are calculated according to existing material strengths and
reinforcement quantities and damage levels to be formed on each element are
determined by considering earthquake effects obtained from horizontal load analyzes.
At the end of this study, it was found that the build did not meet the
"Life Safety" performance level and an alternative strengthening
proposal was given for the structure. </span> </p> <p> </p> <p> </p>}, number={2}