Seismic Risk Assessment of Shahrekord

Due to earthquake science advances, the prediction of probable earthquake intensity in different regions is approximately possible. But it is not possible to predict the time of earthquake occurrence, so there should be considered some other measures to have the lowest losses during this natural eve...

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Autores principales:	Seyyed Ali Razavian Amrei, Gholamreza Ghodrati Amiri, Safdar Zeinali Rastabi
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2015
Materias:	seismic risk shahrekord damage earthquake Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/fa49481226504045af5b85f115f674a9
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id	oai:doaj.org-article:fa49481226504045af5b85f115f674a9
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spelling	oai:doaj.org-article:fa49481226504045af5b85f115f674a92021-11-08T15:44:44ZSeismic Risk Assessment of Shahrekord2476-39772538-2616https://doaj.org/article/fa49481226504045af5b85f115f674a92015-03-01T00:00:00Zhttps://www.jsce.ir/article_38596_e4cc7b7f5782086df40b5ba750a3fd4f.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Due to earthquake science advances, the prediction of probable earthquake intensity in different regions is approximately possible. But it is not possible to predict the time of earthquake occurrence, so there should be considered some other measures to have the lowest losses during this natural event. This research aims to predict the losses and damages caused by the earthquake and to utilize statistics and population structure using SELENA software. HAZARD US method is used in this study. In this method, the response curve achieved based on soil type and IBC-2006 standard and damping effect of structures listed on the FEMA 440 approach is applied. The results show that because of old structures and population density, the fabric of the old city including regions 1 to 4 and 10 to 12are more vulnerable.Seyyed Ali Razavian AmreiGholamreza Ghodrati AmiriSafdar Zeinali RastabiIranian Society of Structrual Engineering (ISSE)articleseismic riskshahrekorddamageearthquakeBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 1, Iss 1, Pp 19-26 (2015)
institution	DOAJ
collection	DOAJ
language	FA
topic	seismic risk shahrekord damage earthquake Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	seismic risk shahrekord damage earthquake Bridge engineering TG1-470 Building construction TH1-9745 Seyyed Ali Razavian Amrei Gholamreza Ghodrati Amiri Safdar Zeinali Rastabi Seismic Risk Assessment of Shahrekord
description	Due to earthquake science advances, the prediction of probable earthquake intensity in different regions is approximately possible. But it is not possible to predict the time of earthquake occurrence, so there should be considered some other measures to have the lowest losses during this natural event. This research aims to predict the losses and damages caused by the earthquake and to utilize statistics and population structure using SELENA software. HAZARD US method is used in this study. In this method, the response curve achieved based on soil type and IBC-2006 standard and damping effect of structures listed on the FEMA 440 approach is applied. The results show that because of old structures and population density, the fabric of the old city including regions 1 to 4 and 10 to 12are more vulnerable.
format	article
author	Seyyed Ali Razavian Amrei Gholamreza Ghodrati Amiri Safdar Zeinali Rastabi
author_facet	Seyyed Ali Razavian Amrei Gholamreza Ghodrati Amiri Safdar Zeinali Rastabi
author_sort	Seyyed Ali Razavian Amrei
title	Seismic Risk Assessment of Shahrekord
title_short	Seismic Risk Assessment of Shahrekord
title_full	Seismic Risk Assessment of Shahrekord
title_fullStr	Seismic Risk Assessment of Shahrekord
title_full_unstemmed	Seismic Risk Assessment of Shahrekord
title_sort	seismic risk assessment of shahrekord
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2015
url	https://doaj.org/article/fa49481226504045af5b85f115f674a9
work_keys_str_mv	AT seyyedalirazavianamrei seismicriskassessmentofshahrekord AT gholamrezaghodratiamiri seismicriskassessmentofshahrekord AT safdarzeinalirastabi seismicriskassessmentofshahrekord
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Seismic Risk Assessment of Shahrekord

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