Seismic Risk Assessment of Mashhad

Earthquake is a Natural phenomenon that human knowledge, despite achieveing much information about the origin and mechanism of it; So, it is essential that the logical and statistical manner and in accordance with existing to forecast potential losses and damages caused by the earthquake and identif...

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Autores principales:	سید علی رضویان امرئی, Ramin Jafari, Farzam Alidoost Abadikhah
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2019
Materias:	risk mashhad selena earthquake damage Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/b682c37bad5a4786b547c11225fb7930
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spelling	oai:doaj.org-article:b682c37bad5a4786b547c11225fb79302021-11-08T15:50:45ZSeismic Risk Assessment of Mashhad2476-39772538-261610.22065/jsce.2017.81346.1132https://doaj.org/article/b682c37bad5a4786b547c11225fb79302019-02-01T00:00:00Zhttps://www.jsce.ir/article_49135_8aabf0a863889dd24d6d6e26724d2104.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Earthquake is a Natural phenomenon that human knowledge, despite achieveing much information about the origin and mechanism of it; So, it is essential that the logical and statistical manner and in accordance with existing to forecast potential losses and damages caused by the earthquake and identifying shortcomings in the systems and urban structures And resolve them before the disaster measures applied. In general, the aim of this study was to assess the seismic vulnerability of buildings in Mashhad in order to understand the current state of existing buildings in the city that can be vulnerability them in order to increase safety and improve existing estimates. This study, using informations gathered by the Statistics and Information Technology Organization of Mashhad Municipality -like type of structures, number and size of floors, population of each regions, soil types and etc.- and is implemented with with ''HAZUS'' method and the risk analysis software ''SELENA ver 6.0". In this method, for calculating the seismic performance of structures, the demand curve of various structures with different damping effects and the response curve based on soil type are crossed together. The outputs include damaged area by the type of structures, probable loss of life and damage to property, inflicted by the design earthquake of Iran 2800 code. GIS 10.2 was used for illustrate the results. From these results it can be understood the 4, 2, 5, 6 regions of Mashhad due to greater vulnerability, requires retrofitting and needs more attention.سید علی رضویان امرئیRamin JafariFarzam Alidoost AbadikhahIranian Society of Structrual Engineering (ISSE)articleriskmashhadselenaearthquakedamageBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 5, Iss 4, Pp 128-150 (2019)
institution	DOAJ
collection	DOAJ
language	FA
topic	risk mashhad selena earthquake damage Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	risk mashhad selena earthquake damage Bridge engineering TG1-470 Building construction TH1-9745 سید علی رضویان امرئی Ramin Jafari Farzam Alidoost Abadikhah Seismic Risk Assessment of Mashhad
description	Earthquake is a Natural phenomenon that human knowledge, despite achieveing much information about the origin and mechanism of it; So, it is essential that the logical and statistical manner and in accordance with existing to forecast potential losses and damages caused by the earthquake and identifying shortcomings in the systems and urban structures And resolve them before the disaster measures applied. In general, the aim of this study was to assess the seismic vulnerability of buildings in Mashhad in order to understand the current state of existing buildings in the city that can be vulnerability them in order to increase safety and improve existing estimates. This study, using informations gathered by the Statistics and Information Technology Organization of Mashhad Municipality -like type of structures, number and size of floors, population of each regions, soil types and etc.- and is implemented with with ''HAZUS'' method and the risk analysis software ''SELENA ver 6.0". In this method, for calculating the seismic performance of structures, the demand curve of various structures with different damping effects and the response curve based on soil type are crossed together. The outputs include damaged area by the type of structures, probable loss of life and damage to property, inflicted by the design earthquake of Iran 2800 code. GIS 10.2 was used for illustrate the results. From these results it can be understood the 4, 2, 5, 6 regions of Mashhad due to greater vulnerability, requires retrofitting and needs more attention.
format	article
author	سید علی رضویان امرئی Ramin Jafari Farzam Alidoost Abadikhah
author_facet	سید علی رضویان امرئی Ramin Jafari Farzam Alidoost Abadikhah
author_sort	سید علی رضویان امرئی
title	Seismic Risk Assessment of Mashhad
title_short	Seismic Risk Assessment of Mashhad
title_full	Seismic Risk Assessment of Mashhad
title_fullStr	Seismic Risk Assessment of Mashhad
title_full_unstemmed	Seismic Risk Assessment of Mashhad
title_sort	seismic risk assessment of mashhad
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2019
url	https://doaj.org/article/b682c37bad5a4786b547c11225fb7930
work_keys_str_mv	AT sydʿlyrḍwyạnạmrỷy seismicriskassessmentofmashhad AT raminjafari seismicriskassessmentofmashhad AT farzamalidoostabadikhah seismicriskassessmentofmashhad
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Seismic Risk Assessment of Mashhad

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