Nonlinear Earthquake Performance Evaluation of a Structure Collapsed during the Van, Turkey, Earthquake on October 23, 2011
Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 4
Abstract
The paper investigates the structural performance of a seven-story reinforced concrete (RC) building that collapsed during the Van (Turkey) earthquake on October 23, 2011, using nonlinear static and dynamic methods. The selected RC building has two blocks and was designed according to the Turkish Earthquake Code (TEC) in 1975. The site investigation included sections and steel detailing and soil and concrete properties taken after the earthquake. The pushover and nonlinear time history analyses of the building were completed using the existing plan and test and observation data. It is concluded that the building collapses both analysis types.
Get full access to this article
View all available purchase options and get full access to this article.
References
Adalier, K., and Aydingun, O. (2001). “Structural engineering aspects of the June 27, 1998 Adana-Ceyhan (Turkey) earthquake.” Eng. Struct., 23(4), 343–355.
Applied Technology Council. (1996). “Seismic evaluation and retrofit of concrete buildings.” ATC-40, CA, 1–2.
Arslan, M. H., Olgun, M., Köroğlu, M. A., Erkan, I. H., Köken, A., and Tan, O. (2013). “19 May 2011 Kütahya-Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria.” Nat. Hazard. Earth Syst. Sci., 13(2), 505–522.
Bayraktar, A., Altunışık, A. C., and Pehlivan, M. (2013). “Performance and damages of reinforced concrete buildings during the October 23 and November 9 2011 Van Turkey earthquakes.” Soil Dyn. Earthquake Eng., 53(10), 49–72.
Çavdar, Ö., and Bayraktar, A. (2014). “Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011.” Nat. Hazards, 70(1), 657–673.
Doğangün, A. (2004). “Performance of reinforced concrete buildings during the May 1, 2003 Bingo¨ l earthquake in Turkey.” Eng. Struct., 26(6), 841–856.
Duan, H., and Hueste, M. B. (2012). “Seismic performance of a reinforced concrete frame building in China.” Eng. Struct., 41, 77–89.
Erdem, R. T., Demir, A., Bağcı, M., and Kantar, E. (2010). “A comparative assessment of existing buildings by Turkish earthquake code, ATC-40, FEMA-356, FEMA-440.” 9th Int. Congress on Advances in Civil Engineering, Karadeniz Technical Univ., Trabzon, Turkey.
Federal Emergency Management Agency. (2000). “Prestandard and commentary for seismic rehabilitation of buildings.” FEMA-356, Washington, DC.
Federal Emergency Management Agency. (2005). “Improvement of nonlinear static seismic analysis procedures.” FEMA-440, Washington, DC.
Gülay, F. G., Bal, I. E., and Gökçe, T. (2008). “Correlation between detailed and preliminary assessment techniques in the light of real damage states.” J. Earthquake Eng., 12(sup2), 129–139.
Inel, M., Ozmen, H. B. and Bilgin, H. (2008). “Re-evaluation of building damage during recent earthquakes in Turkey.” Eng. Struct., 30(2), 412–427.
Islam, M. (1996). “Analysis of the Northridge earthquake response of a damaged non-ductile concrete frame building.” Struct. Des. Tall Build., 5(3), 151–182.
Kalkan, E., and Kunnath, S. K. (2007). “Assessment of current nonlinear static procedures for seismic evaluation of buildings.” Eng. Struct., 29(3), 305–316.
Sadjadi, R, Kianoush, M. R., Talebi, S. (2007). “Seismic performance of reinforced concrete moment resisting frames.” Eng. Struct., 29(9), 2365–2380.
SAP 2000 [Computer software]. Berkeley, CA, Computers and Structures.
Scawthorn, C., and Johnson, G. S. (2000). “Preliminary report: Kocaeli (Izmit) earthquake of 17 August 1999.” Eng. Struct. 22(7), 727–745.
Şengöz, A. (2007). “Quantitative evaluation of assessment methods in the 2007 Turkish earthquake code.” Master thesis, Dept. of Civil Engineering, METU, Ankara, Turkey.
Sezen, H., Whittaker, A. S., Elwood, K. J., and Mosalam, K. M. (2003). “Performance of reinforced concrete buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practice in Turkey.” Eng. Struct., 25(1), 103–114.
TEC (Turkish Earthquake Code). (1975). “Specifications for buildings to be built in seismic areas.” Ministry of Public Works and Settlement, Ankara, Turkey (in Turkish).
TEC (Turkish Earthquake Code) (2007). “Specifications for buildings to be built in seismic areas.” Ministry of Public Works and Settlement, Ankara, Turkey (in Turkish).
Tuncer, O., Celep, Z., Yılmaz, M. B. (2007). “A comparative evaluation of the methods given in the Turkish seismic code.” WCCE–ECCE–TCCE Joint Conf.: Earthquake & Tsunami, European Council of Civil Engineers, Athens, Greece.
Wilson, E. L. (1997). Sap 2000 integrated finite element analysis and design of structures analysis program, Computers and Structures, Berkeley, CA.
XTRACT. (2004). “Cross sectional analysis of structural components.” Imbsen and Associates, Sacramento, CA.
Yakut, A., Gulkan, P., Bakır, B. S., and Yılmaz, M. T. (2005). “Re-examination of damage distribution in Adapazari: Structural considerations.” Eng. Struct., 27(7), 990–1001.
Information & Authors
Information
Published In
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Jul 26, 2014
Accepted: Jun 15, 2015
Published online: Dec 11, 2015
Discussion open until: May 11, 2016
Published in print: Aug 1, 2016
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.