Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings
Exceeded losses of nonstructural components from structural ones in most demolished buildings in previous earthquakes and its limitation on functionality of critical facilities and building serviceability after earthquakes should be got the point of view for accounting loss of building as a merit fo...
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Format: | Article |
Language: | English |
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University of Tehran Press
2016-12-01
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Series: | Civil Engineering Infrastructures Journal |
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Online Access: | https://ceij.ut.ac.ir/article_59626_1febd81d7da8579af9243553e701aa44.pdf |
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author | Leila Haj Najafi Mohsen Tehranizadeh |
author_facet | Leila Haj Najafi Mohsen Tehranizadeh |
author_sort | Leila Haj Najafi |
collection | DOAJ |
description | Exceeded losses of nonstructural components from structural ones in most demolished buildings in previous earthquakes and its limitation on functionality of critical facilities and building serviceability after earthquakes should be got the point of view for accounting loss of building as a merit for building performance. This paper attempts to demonstrate the significant role of distribution pattern of building nonstructural components in height accounting for economic losses due to seismic excitation. To achieve this purpose a new modified distribution of nonstructural components in height is proposed for three typical steel moment frame models by office occupancy and comparative assessments between two competing distribution of nonstructural components are conducted. Dealing with discussions, it could be concluded that the economic losses could be reduced by more astutely situating building nonstructural components in height considering type of dominated demands in a specific story without requirement to any alternation in component's type or quantity. |
first_indexed | 2024-12-12T16:10:16Z |
format | Article |
id | doaj.art-73a43284bee34713b29cba35c4d58cc5 |
institution | Directory Open Access Journal |
issn | 2322-2093 2423-6691 |
language | English |
last_indexed | 2024-12-12T16:10:16Z |
publishDate | 2016-12-01 |
publisher | University of Tehran Press |
record_format | Article |
series | Civil Engineering Infrastructures Journal |
spelling | doaj.art-73a43284bee34713b29cba35c4d58cc52022-12-22T00:19:12ZengUniversity of Tehran PressCivil Engineering Infrastructures Journal2322-20932423-66912016-12-0149217319610.7508/ceij.2016.02.00159626Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office BuildingsLeila Haj Najafi0Mohsen Tehranizadeh1Amirkabir University of TechnologyAmirkabir University of TechnologyExceeded losses of nonstructural components from structural ones in most demolished buildings in previous earthquakes and its limitation on functionality of critical facilities and building serviceability after earthquakes should be got the point of view for accounting loss of building as a merit for building performance. This paper attempts to demonstrate the significant role of distribution pattern of building nonstructural components in height accounting for economic losses due to seismic excitation. To achieve this purpose a new modified distribution of nonstructural components in height is proposed for three typical steel moment frame models by office occupancy and comparative assessments between two competing distribution of nonstructural components are conducted. Dealing with discussions, it could be concluded that the economic losses could be reduced by more astutely situating building nonstructural components in height considering type of dominated demands in a specific story without requirement to any alternation in component's type or quantity.https://ceij.ut.ac.ir/article_59626_1febd81d7da8579af9243553e701aa44.pdfdamage costheight of buildingincorporation of storieslow-rise buildingsnonstructural componentsoffice occupancy |
spellingShingle | Leila Haj Najafi Mohsen Tehranizadeh Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings Civil Engineering Infrastructures Journal damage cost height of building incorporation of stories low-rise buildings nonstructural components office occupancy |
title | Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings |
title_full | Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings |
title_fullStr | Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings |
title_full_unstemmed | Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings |
title_short | Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings |
title_sort | distribution of building nonstructural components in height subjected to cost of damage for low rise office buildings |
topic | damage cost height of building incorporation of stories low-rise buildings nonstructural components office occupancy |
url | https://ceij.ut.ac.ir/article_59626_1febd81d7da8579af9243553e701aa44.pdf |
work_keys_str_mv | AT leilahajnajafi distributionofbuildingnonstructuralcomponentsinheightsubjectedtocostofdamageforlowriseofficebuildings AT mohsentehranizadeh distributionofbuildingnonstructuralcomponentsinheightsubjectedtocostofdamageforlowriseofficebuildings |