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https://hdl.handle.net/11499/7698
Title: | Evaluation of the main parameters affecting seismic performance of the RC buildings | Authors: | Ozmen, H.B. İnel, Mehmet Meral, Emrah |
Keywords: | Existing building infill wall nonlinear analysis number of story seismic code transverse reinforcement Concrete buildings Concretes Nonlinear analysis Reinforced concrete Seismic response Seismic waves Walls (structural partitions) Concrete strength Infill walls Performance level Seismic behaviour Seismic code Seismic Performance Transverse reinforcement Parameter estimation |
Publisher: | Springer India | Abstract: | Low and mid-rise reinforced concrete (RC) buildings consist of an important portion of the building stock in many earthquake prone countries. Therefore understanding their seismic behaviour is important for mitigation studies. This study aims to evaluate how much and when; seismic code, number of stories, concrete strength, amount of transverse reinforcement and infill-wall contribution parameters are important for seismic performances of RC buildings. Seismic performances of the models reflecting different cases are determined for different performance levels and seismic loading conditions. Based on the considered values of the parameters, it is concluded that: modern code specifications and higher transverse reinforcement 50%, the concrete strength up to 66%, infill-walls 15% and number of story 55% increase the seismic performance for life safety level. Evaluations on the effect of the considered parameters for different performance levels and seismic loadings in relation with other parameters are also given in this paper. © 2014 Indian Academy of Sciences. | URI: | https://hdl.handle.net/11499/7698 https://doi.org/10.1007/s12046-014-0235-8 |
ISSN: | 0256-2499 |
Appears in Collections: | Mühendislik Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection |
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