Articles | Volume 15, issue 4
https://doi.org/10.5194/nhess-15-931-2015
https://doi.org/10.5194/nhess-15-931-2015
Research article
 | 
30 Apr 2015
Research article |  | 30 Apr 2015

Construction and design defects in the residential buildings and observed earthquake damage types in Turkey

M. T. Cogurcu

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Cited articles

AFAD: Technical information about earthquakes, TR Prime Ministry Disaster and Emergency Management Presidency, Directorate of Earthquake Administration, 2011./blackboxPlease add further information.
Aktan, S. and K\i raç, N.: Effect of shearwalls on the response of reinforced concrete buildings, Eskişehir Osmangazi University Journal of Engineering and Architecture Faculty Volume: XXIII, 16–32, 2010.
Aktürk, S.: Investigation of structural disorders and suggestions for solutions in regulations about buildings that will be constructed in 1998 disaster zones in terms of architecture, MSc Thesis, Cukurova University Graduate School of Natural and Applied Sciences, Adana, 1–128, 2004.
Bahadır, F.: Effect of embrasures on the responses of inadequate earthquake response of reinforced concrete frames supported by out-of-plane shear walls, PhD Thesis, Selcuk University Graduate School of Natural and Applied Sciences, 1–341, 2012.
Cağatay, \.I. H.: Investigation of parameters affecting on the short columns in the buildings, Sixth National Earthquake Engineeing Conference, Istanbul, 16–20 October 2007, 229–236, 2007.
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Short summary
In this study, the general characteristics of Turkish building stock and the deficiencies observed in structural systems are explained, and illustrative figures are given with reference to the Turkish Earthquake Code 2007. The poor concrete quality, lack of lateral or transverse reinforcement in beam–column joints and column confinement zones, under-reinforced columns and over-reinforced beams are the primary causes of failures.
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