Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading

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Structures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furnitur...

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Detalles Bibliográficos
Autor: Holgado, David
Formato: artículo
Fecha de Publicación:2019
Institución:Universidad Nacional de Ingeniería
Repositorio:Revista UNI - Tecnia
Lenguaje:español
OAI Identifier:oai:oai:revistas.uni.edu.pe:article/714
Enlace del recurso:http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714
Nivel de acceso:acceso abierto
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spelling Damage mitigation and retrofit of non-structural components on buildings subjected to blast loadingHolgado, DavidStructures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furniture, storage racks, hanging equipment, and loose articles. Occupants of buildings subjected to accidental explosions may be injured from glass fragments and interior non-structural items becoming projectiles and impacting building occupants. As a pressure wave from a blast impacts the exterior of a building, the wall and roof components are rapidly accelerated inward. Equipment or contents mounted on or in contact with the exterior façade are also accelerated and may be dislodged and projected as debris. Items anchored to the ceiling structure can be thrown vertically from the initial forward deflection of the supporting member or break free from their supports and become falling debris hazards. Therefore, evaluation and mitigation of non-structural debris for buildings subjected to blast load is important to further mitigate the potential hazards to personnel occupying these buildings. This paper provides design retrofit recommendations based on accident investigation experience at chemical and refining facilities and engineered solutions for typical hazards commonly observed at these facilities.Structures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furniture, storage racks, hanging equipment, and loose articles. Occupants of buildings subjected to accidental explosions may be injured from glass fragments and interior non-structural items becoming projectiles and impacting building occupants. As a pressure wave from a blast impacts the exterior of a building, the wall and roof components are rapidly accelerated inward. Equipment or contents mounted on or in contact with the exterior façade are also accelerated and may be dislodged and projected as debris. Items anchored to the ceiling structure can be thrown vertically from the initial forward deflection of the supporting member or break free from their supports and become falling debris hazards. Therefore, evaluation and mitigation of non-structural debris for buildings subjected to blast load is important to further mitigate the potential hazards to personnel occupying these buildings. This paper provides design retrofit recommendations based on accident investigation experience at chemical and refining facilities and engineered solutions for typical hazards commonly observed at these facilities.Universidad Nacional de Ingeniería2019-08-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionTECNIA Special Issue on Earthquake Engineeringapplication/pdfaudio/mpegapplication/epub+ziphttp://www.revistas.uni.edu.pe/index.php/tecnia/article/view/71410.21754/tecnia.v29i2.714TECNIA; Vol 29 No 2 (2019): Special Issue on Earthquake EngineeringTECNIA; Vol. 29 Núm. 2 (2019): Edición especial en Ingeniería Sísmica2309-04130375-7765reponame:Revista UNI - Tecniainstname:Universidad Nacional de Ingenieríainstacron:UNIspahttp://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714/1112http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714/1131http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714/1150info:eu-repo/semantics/openAccess2021-05-29T15:55:42Zmail@mail.com -
dc.title.none.fl_str_mv Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
title Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
spellingShingle Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
Holgado, David
title_short Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
title_full Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
title_fullStr Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
title_full_unstemmed Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
title_sort Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
dc.creator.none.fl_str_mv Holgado, David
author Holgado, David
author_facet Holgado, David
author_role author
dc.description.none.fl_txt_mv Structures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furniture, storage racks, hanging equipment, and loose articles. Occupants of buildings subjected to accidental explosions may be injured from glass fragments and interior non-structural items becoming projectiles and impacting building occupants. As a pressure wave from a blast impacts the exterior of a building, the wall and roof components are rapidly accelerated inward. Equipment or contents mounted on or in contact with the exterior façade are also accelerated and may be dislodged and projected as debris. Items anchored to the ceiling structure can be thrown vertically from the initial forward deflection of the supporting member or break free from their supports and become falling debris hazards. Therefore, evaluation and mitigation of non-structural debris for buildings subjected to blast load is important to further mitigate the potential hazards to personnel occupying these buildings. This paper provides design retrofit recommendations based on accident investigation experience at chemical and refining facilities and engineered solutions for typical hazards commonly observed at these facilities.
Structures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furniture, storage racks, hanging equipment, and loose articles. Occupants of buildings subjected to accidental explosions may be injured from glass fragments and interior non-structural items becoming projectiles and impacting building occupants. As a pressure wave from a blast impacts the exterior of a building, the wall and roof components are rapidly accelerated inward. Equipment or contents mounted on or in contact with the exterior façade are also accelerated and may be dislodged and projected as debris. Items anchored to the ceiling structure can be thrown vertically from the initial forward deflection of the supporting member or break free from their supports and become falling debris hazards. Therefore, evaluation and mitigation of non-structural debris for buildings subjected to blast load is important to further mitigate the potential hazards to personnel occupying these buildings. This paper provides design retrofit recommendations based on accident investigation experience at chemical and refining facilities and engineered solutions for typical hazards commonly observed at these facilities.
description Structures in chemical and petrochemical facilities are often located in areas that may be subjected to blast loading. Occupied buildings typically have non-structural components located along the interior of the exterior walls and roof such as windows, doors, wall mounted AC units, lights, furniture, storage racks, hanging equipment, and loose articles. Occupants of buildings subjected to accidental explosions may be injured from glass fragments and interior non-structural items becoming projectiles and impacting building occupants. As a pressure wave from a blast impacts the exterior of a building, the wall and roof components are rapidly accelerated inward. Equipment or contents mounted on or in contact with the exterior façade are also accelerated and may be dislodged and projected as debris. Items anchored to the ceiling structure can be thrown vertically from the initial forward deflection of the supporting member or break free from their supports and become falling debris hazards. Therefore, evaluation and mitigation of non-structural debris for buildings subjected to blast load is important to further mitigate the potential hazards to personnel occupying these buildings. This paper provides design retrofit recommendations based on accident investigation experience at chemical and refining facilities and engineered solutions for typical hazards commonly observed at these facilities.
publishDate 2019
dc.date.none.fl_str_mv 2019-08-12
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dc.publisher.none.fl_str_mv Universidad Nacional de Ingeniería
publisher.none.fl_str_mv Universidad Nacional de Ingeniería
dc.source.none.fl_str_mv TECNIA; Vol 29 No 2 (2019): Special Issue on Earthquake Engineering
TECNIA; Vol. 29 Núm. 2 (2019): Edición especial en Ingeniería Sísmica
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