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: | 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 |
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Revistas - Universidad Nacional de Ingeniería |
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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 |
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article |
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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 |
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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 |
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Derechos de autor 2019 TECNIA http://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
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Derechos de autor 2019 TECNIA http://creativecommons.org/licenses/by/4.0 |
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openAccess |
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application/pdf audio/mpeg application/epub+zip |
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Universidad Nacional de Ingeniería |
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Universidad Nacional de Ingeniería |
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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 instname:Universidad Nacional de Ingeniería instacron:UNI |
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Universidad Nacional de Ingeniería |
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UNI |
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Revistas - Universidad Nacional de Ingeniería |
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Revistas - Universidad Nacional de Ingeniería |
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1833562779086225408 |
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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13.836569 |
Nota importante:
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).