Effects of delamination on the response of slab-column connections in parking structures
The risk of progressive collapse of reinforced concrete parking structures due to punching shear failure of a slab-column connection can be increased by the corrosion of the top flexural reinforcement and delamination caused by exposure to de-icing salts. Although considerable research has been con...
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| Format: | Others |
| Language: | en |
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McGill University
2013
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| Online Access: | http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114276 |