Preventing progressive collapse of flat plate structures with an irregular layout of structural integrity reinforcement

To investigate the post-punching shear resisting mechanism of slab-column connections having an irregular layout of structural integrity steel, two test specimens were designed, constructed and tested. The aim of the research program is to determine the appropriateness of the CSA A23.3-04 code prov...

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Bibliographic Details
Main Author: Egberts, Michael
Other Authors: Denis Mitchell (Supervisor)
Format: Others
Language:en
Published: McGill University 2009
Subjects:
Online Access:http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=40841