Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk

Light Steel Frame System that is briefly called LSF is a building system which is used for implying of short-rise and mid-rise buildings (up to five floors). This system gets significant benefits, although in our country it is not much used. So in this article, are tryed to study LSF structures from...

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Autores principales: Hashem Shariatmadar, Ali Yeganeh
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2018
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Acceso en línea:https://doaj.org/article/aed2dba89ba146799002c69aa605fc3e
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spelling oai:doaj.org-article:aed2dba89ba146799002c69aa605fc3e2021-11-08T15:48:12ZUse of Metalfom Wall to response Light Steel Frame (LSF) structures Risk2476-39772538-261610.22065/jsce.2017.70853.1111https://doaj.org/article/aed2dba89ba146799002c69aa605fc3e2018-07-01T00:00:00Zhttps://www.jsce.ir/article_47612_d0598d19053e855ac54c067bdd105d5a.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Light Steel Frame System that is briefly called LSF is a building system which is used for implying of short-rise and mid-rise buildings (up to five floors). This system gets significant benefits, although in our country it is not much used. So in this article, are tryed to study LSF structures from the design and implementation stage to the operation one and identify its risks exactly and evaluate them with combination technique which used failure modes and effects analysis technique‌ (FMEA) and fuzzy method.Then express new idea for implementation of LSF structures that optimizes time, cost and quality and can be respond of many Identified risks.This idea named Metalfom Walls that included in systems verificated BHRC. In this article are explained this system first, then combination of Metalfom and LSF system are discussioned. The result of this combonation in aspect of cost, time ,weight of structure and conditions of implementation are explained. Comparison of results in aspect of cost, time and weight of structure by Analytic hierarchy process technique (AHP) are evaluated. Results of this evaluation show that combination of Metalfom system and Light Steel Frame System (LSF) earns 54 score and LSF system that implementated in common way earns 46 score.Hashem ShariatmadarAli YeganehIranian Society of Structrual Engineering (ISSE)articlelsf structuresrisk managmentrisk identificationmetalfom wallrisk responsesBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 5, Iss 2, Pp 203-218 (2018)
institution DOAJ
collection DOAJ
language FA
topic lsf structures
risk managment
risk identification
metalfom wall
risk responses
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle lsf structures
risk managment
risk identification
metalfom wall
risk responses
Bridge engineering
TG1-470
Building construction
TH1-9745
Hashem Shariatmadar
Ali Yeganeh
Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk
description Light Steel Frame System that is briefly called LSF is a building system which is used for implying of short-rise and mid-rise buildings (up to five floors). This system gets significant benefits, although in our country it is not much used. So in this article, are tryed to study LSF structures from the design and implementation stage to the operation one and identify its risks exactly and evaluate them with combination technique which used failure modes and effects analysis technique‌ (FMEA) and fuzzy method.Then express new idea for implementation of LSF structures that optimizes time, cost and quality and can be respond of many Identified risks.This idea named Metalfom Walls that included in systems verificated BHRC. In this article are explained this system first, then combination of Metalfom and LSF system are discussioned. The result of this combonation in aspect of cost, time ,weight of structure and conditions of implementation are explained. Comparison of results in aspect of cost, time and weight of structure by Analytic hierarchy process technique (AHP) are evaluated. Results of this evaluation show that combination of Metalfom system and Light Steel Frame System (LSF) earns 54 score and LSF system that implementated in common way earns 46 score.
format article
author Hashem Shariatmadar
Ali Yeganeh
author_facet Hashem Shariatmadar
Ali Yeganeh
author_sort Hashem Shariatmadar
title Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk
title_short Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk
title_full Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk
title_fullStr Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk
title_full_unstemmed Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk
title_sort use of metalfom wall to response light steel frame (lsf) structures risk
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2018
url https://doaj.org/article/aed2dba89ba146799002c69aa605fc3e
work_keys_str_mv AT hashemshariatmadar useofmetalfomwalltoresponselightsteelframelsfstructuresrisk
AT aliyeganeh useofmetalfomwalltoresponselightsteelframelsfstructuresrisk
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