SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS
Over the past several decades, Turkey has been hit by devastating earthquakes and remarkable number of reinforced concrete buildings has been damaged in the high seismicity regions of our country. The aim of this study is to evaluate the seismic performance of the mid-rise reinforced concrete buildi...
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Pamukkale University
2007-01-01
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Online Access: | http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089040 |
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doaj-2103affc2cf2479782dff5a58bec16092020-11-24T22:49:53ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812007-01-0113181895000083108SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREASMehmet İNELHüseyin BİLGİNH. Baytan ÖZMENOver the past several decades, Turkey has been hit by devastating earthquakes and remarkable number of reinforced concrete buildings has been damaged in the high seismicity regions of our country. The aim of this study is to evaluate the seismic performance of the mid-rise reinforced concrete buildings that are major part of building stock of our earthquake-prone country, according to recent Turkish Earthquake Code. 4- and 7-story buildings were selected to represent mid-rise building stock. After determining the structural parameters, each building was subjected to pushover analysis and the capacity curves were obtained. Earthquake performance of each building was determined in the light of their capacity curves according to the recent Turkish Earthquake Code.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089040Betonarme yapılar, Deprem, Doğrusal ötesi statik itme analizi, Yapısal hasar. |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mehmet İNEL Hüseyin BİLGİN H. Baytan ÖZMEN |
spellingShingle |
Mehmet İNEL Hüseyin BİLGİN H. Baytan ÖZMEN SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS Pamukkale University Journal of Engineering Sciences Betonarme yapılar, Deprem, Doğrusal ötesi statik itme analizi, Yapısal hasar. |
author_facet |
Mehmet İNEL Hüseyin BİLGİN H. Baytan ÖZMEN |
author_sort |
Mehmet İNEL |
title |
SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS |
title_short |
SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS |
title_full |
SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS |
title_fullStr |
SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS |
title_full_unstemmed |
SEISMIC EVALUATION OF EXISTING MID-RISE REINFORCED CONCRETE BUILDINGS ACCORDING TO SPECIFICATION FOR BUILDING STRUCTURES TO BE BUILT IN DISASTER AREAS |
title_sort |
seismic evaluation of existing mid-rise reinforced concrete buildings according to specification for building structures to be built in disaster areas |
publisher |
Pamukkale University |
series |
Pamukkale University Journal of Engineering Sciences |
issn |
1300-7009 2147-5881 |
publishDate |
2007-01-01 |
description |
Over the past several decades, Turkey has been hit by devastating earthquakes and remarkable number of reinforced concrete buildings has been damaged in the high seismicity regions of our country. The aim of this study is to evaluate the seismic performance of the mid-rise reinforced concrete buildings that are major part of building stock of our earthquake-prone country, according to recent Turkish Earthquake Code. 4- and 7-story buildings were selected to represent mid-rise building stock. After determining the structural parameters, each building was subjected to pushover analysis and the capacity curves were obtained. Earthquake performance of each building was determined in the light of their capacity curves according to the recent Turkish Earthquake Code. |
topic |
Betonarme yapılar, Deprem, Doğrusal ötesi statik itme analizi, Yapısal hasar. |
url |
http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089040 |
work_keys_str_mv |
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