Are the frail designed to fail? Assessing the collapse risk of existing structures

The catastrophic after-effects of the historical collapse events have received considerable attention from government agencies, research communities, and practical engineers on the aspect of the evaluation of the risk of progressive collapse of buildings. In the recent decade, numerous studies ha...

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Main Authors: Li, Bing, Qian, Kai
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2014
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Online Access:https://hdl.handle.net/10356/99725
http://hdl.handle.net/10220/24049
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-997252020-03-07T11:43:28Z Are the frail designed to fail? Assessing the collapse risk of existing structures Li, Bing Qian, Kai School of Civil and Environmental Engineering Structures Congress 2014 DRNTU::Engineering::Civil engineering::Structures and design The catastrophic after-effects of the historical collapse events have received considerable attention from government agencies, research communities, and practical engineers on the aspect of the evaluation of the risk of progressive collapse of buildings. In the recent decade, numerous studies have been conducted to answer the question: are the frail designed to fail? In this paper, the research outcomes from experimental and analytical studies are discussed in an attempt to answer above critical question, which mostly concerned by building owners or decision makers. The findings from previous studies had indicated that the buildings, which had a regular layout, moderate span, and cast-in-place construction method, may have lower collapse risk. This is mainly due to the slab and infill walls providing additional stiffness and strength to resist sudden columns removal. Moreover, considerable second load carrying mechanisms, such as catenary action, arch action, and compressive or tensile membrane actions could develop in beams or slabs, which further reduces the possibility of progressive collapse. Furthermore, the recent dynamic tests have revealed that the dynamic effects were not as large as the value proposed by provision of guidelines. However, for structures with irregular layout, which is very popular in nonseismic zones, such as Singapore or Hong Kong, may undergo a much higher likelihood of collapse. Moreover, the high vulnerability of newly designed precast structures with extreme large design span could not be ignored. It should be further emphasized that multi-hazards due to terrorist attack, which was ignored in existing design guidelines, may lead to the collapse of the buildings brining about tragic consequence. 2014-10-17T01:16:16Z 2019-12-06T20:10:47Z 2014-10-17T01:16:16Z 2019-12-06T20:10:47Z 2014 2014 Conference Paper Li, B., & Qian, K. (2014). Are the frail designed to fail? Assessing the collapse risk of existing structures. Structures congress 2014, 857-867. https://hdl.handle.net/10356/99725 http://hdl.handle.net/10220/24049 10.1061/9780784413357.076 en © 2014 American Society of Civil Engineers. 11 p.
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Li, Bing
Qian, Kai
Are the frail designed to fail? Assessing the collapse risk of existing structures
description The catastrophic after-effects of the historical collapse events have received considerable attention from government agencies, research communities, and practical engineers on the aspect of the evaluation of the risk of progressive collapse of buildings. In the recent decade, numerous studies have been conducted to answer the question: are the frail designed to fail? In this paper, the research outcomes from experimental and analytical studies are discussed in an attempt to answer above critical question, which mostly concerned by building owners or decision makers. The findings from previous studies had indicated that the buildings, which had a regular layout, moderate span, and cast-in-place construction method, may have lower collapse risk. This is mainly due to the slab and infill walls providing additional stiffness and strength to resist sudden columns removal. Moreover, considerable second load carrying mechanisms, such as catenary action, arch action, and compressive or tensile membrane actions could develop in beams or slabs, which further reduces the possibility of progressive collapse. Furthermore, the recent dynamic tests have revealed that the dynamic effects were not as large as the value proposed by provision of guidelines. However, for structures with irregular layout, which is very popular in nonseismic zones, such as Singapore or Hong Kong, may undergo a much higher likelihood of collapse. Moreover, the high vulnerability of newly designed precast structures with extreme large design span could not be ignored. It should be further emphasized that multi-hazards due to terrorist attack, which was ignored in existing design guidelines, may lead to the collapse of the buildings brining about tragic consequence.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Li, Bing
Qian, Kai
format Conference or Workshop Item
author Li, Bing
Qian, Kai
author_sort Li, Bing
title Are the frail designed to fail? Assessing the collapse risk of existing structures
title_short Are the frail designed to fail? Assessing the collapse risk of existing structures
title_full Are the frail designed to fail? Assessing the collapse risk of existing structures
title_fullStr Are the frail designed to fail? Assessing the collapse risk of existing structures
title_full_unstemmed Are the frail designed to fail? Assessing the collapse risk of existing structures
title_sort are the frail designed to fail? assessing the collapse risk of existing structures
publishDate 2014
url https://hdl.handle.net/10356/99725
http://hdl.handle.net/10220/24049
_version_ 1681038935495540736