19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria

This study examines the damage caused to reinforced concrete structures by the 2011 earthquake that occurred in Simav, Turkey. The study briefly reports on post-earthquake field observations, tectonic characteristics of the earthquake area, geotechnical characteristics of the field, and seismic char...

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Main Authors: M. H. Arslan, M. Olgun, M. A. Köroğlu, I. H. Erkan, A. Köken, O. Tan
Format: Article
Language:English
Published: Copernicus Publications 2013-02-01
Series:Natural Hazards and Earth System Sciences
Online Access:http://www.nat-hazards-earth-syst-sci.net/13/505/2013/nhess-13-505-2013.pdf
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spelling doaj-1f4ae4ddbf30467dbaa733f7197c44922020-11-24T22:45:37ZengCopernicus PublicationsNatural Hazards and Earth System Sciences1561-86331684-99812013-02-0113250552210.5194/nhess-13-505-201319 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteriaM. H. ArslanM. OlgunM. A. KöroğluI. H. ErkanA. KökenO. TanThis study examines the damage caused to reinforced concrete structures by the 2011 earthquake that occurred in Simav, Turkey. The study briefly reports on post-earthquake field observations, tectonic characteristics of the earthquake area, geotechnical characteristics of the field, and seismic characteristics of the earthquake. The main part of the study comprises a field study, material experiments, and performance analyses of two reinforced concrete buildings that survived the earthquake with medium level damage. The building performance was calculated and assessed according to the Turkish Earthquake Code requirements for existing building stock, and recommendations were made based on the findings.http://www.nat-hazards-earth-syst-sci.net/13/505/2013/nhess-13-505-2013.pdf
collection DOAJ
language English
format Article
sources DOAJ
author M. H. Arslan
M. Olgun
M. A. Köroğlu
I. H. Erkan
A. Köken
O. Tan
spellingShingle M. H. Arslan
M. Olgun
M. A. Köroğlu
I. H. Erkan
A. Köken
O. Tan
19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria
Natural Hazards and Earth System Sciences
author_facet M. H. Arslan
M. Olgun
M. A. Köroğlu
I. H. Erkan
A. Köken
O. Tan
author_sort M. H. Arslan
title 19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria
title_short 19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria
title_full 19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria
title_fullStr 19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria
title_full_unstemmed 19 May 2011 Kütahya – Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria
title_sort 19 may 2011 kütahya – simav earthquake and evaluation of existing sample rc buildings according to the tec-2007 criteria
publisher Copernicus Publications
series Natural Hazards and Earth System Sciences
issn 1561-8633
1684-9981
publishDate 2013-02-01
description This study examines the damage caused to reinforced concrete structures by the 2011 earthquake that occurred in Simav, Turkey. The study briefly reports on post-earthquake field observations, tectonic characteristics of the earthquake area, geotechnical characteristics of the field, and seismic characteristics of the earthquake. The main part of the study comprises a field study, material experiments, and performance analyses of two reinforced concrete buildings that survived the earthquake with medium level damage. The building performance was calculated and assessed according to the Turkish Earthquake Code requirements for existing building stock, and recommendations were made based on the findings.
url http://www.nat-hazards-earth-syst-sci.net/13/505/2013/nhess-13-505-2013.pdf
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