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Earthquakes and Structures Volume 11, Number 5, November 2016 , pages 873-885 DOI: https://doi.org/10.12989/eas.2016.11.5.873 |
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Consistency of the rapid assessment method for reinforced concrete buildings |
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Ercan Isik
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| Abstract | ||
| Determination of earthquake-safety of existing buildings requires a rather long and challenging process both in terms of time and expertise. In order to prevent such a tedious process, rather rapid methods for evaluating buildings were developed. The purpose of these rapid methods is to determine the buildings that have priority in terms of risk and accordingly to minimize the number of buildings to be inspected. In these rapid evaluation methods detailed information and inspection are not required. Among these methods the Canadian Seismic scanning method and the first stage evaluation method included in the principles concerning the determination of risk-bearing buildings promulgated by the Ministry of Environment and Urbanization in Turkey are used in the present study. Within the scope of this study, six reinforced concrete buildings damaged in Van earthquakes in Turkey are selected. The performance scores of these buildings are calculated separately with the mentioned two methods, and then compared. The purpose of the study is to provide information on these two methods and to set forth the relation they have between them in order to manifest the international validity. | ||
| Key Words | ||
| reinforced concrete; first stage; seismic screening rapid assessment | ||
| Address | ||
| Department of Civil Engineering, Faculty of Engineering and Architecture, Bitlis Eren University, TR-13100, Bitlis, Turkey | ||