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