Shear strength of slb-corner column connections
The 1994 CSA Standard requires that slab-column connections be designed for one-way shear and two-way shear action. Three full-scale slab and corner column specimens were constructed and tested to failure to investigate the influence of the size of corner column on the slab shear capacity. The curre...
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| Format: | Others |
| Language: | en |
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McGill University
2003
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| Online Access: | http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=19589 |