Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
Descripción del Articulo
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...
Autor: | |
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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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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 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion TECNIA Special Issue on Earthquake Engineering |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714 10.21754/tecnia.v29i2.714 |
url |
http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714 |
identifier_str_mv |
10.21754/tecnia.v29i2.714 |
dc.language.none.fl_str_mv |
spa |
language |
spa |
dc.relation.none.fl_str_mv |
http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714/1112 http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714/1131 http://www.revistas.uni.edu.pe/index.php/tecnia/article/view/714/1150 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf audio/mpeg application/epub+zip |
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 2309-0413 0375-7765 reponame:Revista UNI - Tecnia instname:Universidad Nacional de Ingeniería instacron:UNI |
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Revista UNI - Tecnia |
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Revista UNI - Tecnia |
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Universidad Nacional de Ingeniería |
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UNI |
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UNI |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).