Structural damages observed in state buildings after Simav/Turkey earthquake occurred on 19 May 2011

Author:

Tama Y. S.

Abstract

Abstract. Different levels of damages occurred in state buildings, especially in educational facilities, during the Simav earthquake (ML=5.7) on 19 May 2011. A site survey was carried out in the area after the earthquake, where six state buildings were examined in detail. The results of the survey showed that main reasons for the formation of damages in these buildings are the use of low strength concrete, insufficient reinforcement, inappropriate detailing, and low-quality workmanship. The investigated buildings were also evaluated by P25-rapid assessment method. The method demonstrates that two of the buildings in question are in "high risk band"; the other two fall into "detailed evaluation band", and the rest are in the "low risk band". This figure also matches with the damages observed in the site survey.

Publisher

Copernicus GmbH

Subject

General Earth and Planetary Sciences

Reference19 articles.

1. AFAD-Republic of Turkey Prime Ministry Disaster and Emergency Management Presidency, http://www.deprem.gov.tr, 2011.

2. Bresler, B.: Evaluation of Earthquake Safety of Existing Buildings, Developing Methodologies for Evaluating the Earthquake Safety of Existing Buildings, Earthquake Engineering and Research Center Univ. of California, UCB/EERC-77/06, Berkeley, 157 pp., 1977.

3. FEMA 155-ATC-21-1: Rapid Visual Screening of Buildings for Potential Seismic Hazards:Supporting Documentation, Applied Technology Council, Federal Emergency Management Agency, Washington DC, 1988.

4. Gulay, F. G., Bal, \\'{Y}. E., and Tezcan, S. S.: Calibration of the P25 Scoring Method developed for the seismic safety of reinforced concrete buildings and its application on a pilot region. TÜBITAK (Turkish Scientific and Technical Research Council) Research Project No 106M278, Final Report, 2008 (in Turkish).

5. Gulkan, P. and Sozen, M. A.: Procedure for Determining Seismic Vulnerability of Building Structures, ACI Structural Journal, 96, 3, 336–342, 1999.

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