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:Revistas - Universidad Nacional de Ingeniería
Lenguaje:español
OAI Identifier:oai:oai:revistas.uni.edu.pe:article/714
Enlace del recurso:https://revistas.uni.edu.pe/index.php/tecnia/article/view/714
Nivel de acceso:acceso abierto
Materia:carga explosiva
explosión
mitigación de riesgos
diseño confiable
no estructura
Blast load
explosion
risk mitigation
reliable desing
non-structure
id REVUNI_14ec8dec5f4a5e65c1aadefd0fad4fe3
oai_identifier_str oai:oai:revistas.uni.edu.pe:article/714
network_acronym_str REVUNI
network_name_str Revistas - Universidad Nacional de Ingeniería
repository_id_str
dc.title.none.fl_str_mv Damage mitigation and retrofit of non-structural components on buildings subjected to blast loading
Mitigación de daños y reacondicionamiento de componentes no estructurales en edificios sujetos a cargas explosivas
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
carga explosiva
explosión
mitigación de riesgos
diseño confiable
no estructura
Blast load
explosion
risk mitigation
reliable desing
non-structure
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.subject.none.fl_str_mv carga explosiva
explosión
mitigación de riesgos
diseño confiable
no estructura
Blast load
explosion
risk mitigation
reliable desing
non-structure
topic carga explosiva
explosión
mitigación de riesgos
diseño confiable
no estructura
Blast load
explosion
risk mitigation
reliable desing
non-structure
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 https://revistas.uni.edu.pe/index.php/tecnia/article/view/714
10.21754/tecnia.v29i2.714
url https://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 https://revistas.uni.edu.pe/index.php/tecnia/article/view/714/1112
https://revistas.uni.edu.pe/index.php/tecnia/article/view/714/1131
https://revistas.uni.edu.pe/index.php/tecnia/article/view/714/1150
dc.rights.none.fl_str_mv Derechos de autor 2019 TECNIA
http://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Derechos de autor 2019 TECNIA
http://creativecommons.org/licenses/by/4.0
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): Earthquake Engineering; 125.134
TECNIA; Vol. 29 Núm. 2 (2019): Ingeniería Sísmica; 125.134
2309-0413
0375-7765
reponame:Revistas - Universidad Nacional de Ingeniería
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instname_str Universidad Nacional de Ingeniería
instacron_str UNI
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reponame_str Revistas - Universidad Nacional de Ingeniería
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spelling Damage mitigation and retrofit of non-structural components on buildings subjected to blast loadingMitigación de daños y reacondicionamiento de componentes no estructurales en edificios sujetos a cargas explosivasHolgado, Davidcarga explosivaexplosiónmitigación de riesgosdiseño confiableno estructuraBlast loadexplosionrisk mitigationreliable desingnon-structureStructures 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.Las estructuras de las instalaciones químicas y petroquímicas suelen estar ubicadas en áreas que pueden estar sujetas a cargas explosivas. Los edificios ocupados suelen tener componentes no estructurales ubicados a lo largo del interior de las paredes exteriores y el techo, como ventanas, puertas, unidades de aire acondicionado montadas en la pared, luces, muebles, estantes de almacenamiento, equipos colgantes y artículos sueltos. Los ocupantes de edificios sujetos a explosiones accidentales pueden sufrir lesiones debido a fragmentos de vidrio y elementos no estructurales del interior que se convierten en proyectiles e impactan a los ocupantes del edificio. Cuando una onda de presión de una explosión impacta en el exterior de un edificio, los componentes de la pared y el techo se aceleran rápidamente hacia adentro. Los equipos o contenidos montados o en contacto con la fachada exterior también se aceleran y pueden desprenderse y proyectarse como escombros. Los artículos anclados a la estructura del cielorraso pueden salir disparados verticalmente debido a la desviación inicial hacia adelante del elemento de soporte o liberarse de sus soportes y convertirse en peligros de caída de escombros. Por lo tanto, la evaluación y mitigación de escombros no estructurales para edificios sujetos a cargas explosivas es importante para mitigar aún más los peligros potenciales para el personal que ocupa estos edificios. Este documento proporciona recomendaciones de reacondicionamiento de diseño basadas en la experiencia de investigación de accidentes en instalaciones químicas y de refinación y soluciones de ingeniería para los peligros típicos comúnmente observados en estas instalaciones.Universidad Nacional de Ingeniería2019-08-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionTECNIA Special Issue on Earthquake Engineeringapplication/pdfaudio/mpegapplication/epub+ziphttps://revistas.uni.edu.pe/index.php/tecnia/article/view/71410.21754/tecnia.v29i2.714TECNIA; Vol. 29 No. 2 (2019): Earthquake Engineering; 125.134TECNIA; Vol. 29 Núm. 2 (2019): Ingeniería Sísmica; 125.1342309-04130375-7765reponame:Revistas - Universidad Nacional de Ingenieríainstname:Universidad Nacional de Ingenieríainstacron:UNIspahttps://revistas.uni.edu.pe/index.php/tecnia/article/view/714/1112https://revistas.uni.edu.pe/index.php/tecnia/article/view/714/1131https://revistas.uni.edu.pe/index.php/tecnia/article/view/714/1150Derechos de autor 2019 TECNIAhttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessoai:oai:revistas.uni.edu.pe:article/7142023-11-27T15:53:14Z
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