Chapter
Apr 9, 2014

Canadian Disproportionate Collapse Design Provisions and Recent Research Developments

Publication: Structures Congress 2014

Abstract

Standard S850, published by the Canadian Standards Association and entitled Design and Assessment of Buildings Subjected to Blast Loads, is the only Canadian standard that contains explicit and detailed disproportionate collapse mitigation criteria for buildings. The standard is non-mandatory and may be invoked by a building owner to meet design objectives if blast loading is deemed to be a required consideration. While the scope of the standard encompasses design to limit damage under loads caused by an explosion, one component of the coverage is a set of provisions that aims to prevent the occurrence of post-blast disproportionate collapse. As a result, these provisions are not based on the so-called "threat independent" philosophy, as is typically the case for stand-alone disproportionate collapse guidelines; rather, the blast-damaged structure is assessed to determine how the building would be expected to be compromised, and this forms the basis for the initiation of the required disproportionate collapse analyses. The paper also provides a brief overview of some of the recent research developments in Canada related to designing to minimise the possibility of disproportionate collapse occurring in steel-framed buildings in the event of a column loss due to blast or another unanticipated localised trigger. Over 70 full-scale physical tests have been carried out on a variety of common types of shear connections, with or without the influence of a composite floor slab. In addition, high-fidelity finite element models have been developed that are able to simulate the behaviour of the tests accurately. Simplified methods are currently under development for characterising the essence of the behaviour of the various types of shear connections under this unique loading regime. These connection models will be appropriate for use in full-building analyses for disproportionate collapse assessments.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to Structures Congress 2014
Structures Congress 2014
Pages: 901 - 908

History

Published online: Apr 9, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Robert G. Driver [email protected]
M.ASCE
Chair, Professor, Disproportionate Collapse Sub-Committee, Canadian Standards Association Technical Committee on Blast-Resistant Buildings; Dept. of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share