A study on force equilibrium method to determine the effect of slenderness on composite slab with profiled steel decking
Numerous researches have confirmed that longitudinal shear failure is the most critical mode of rupture for composite slabs with profiled steel decking. To assess the horizontal shear capacity between the concrete and steel sheeting interface, Eurocode 4 recommended two methods for experime...
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| Format: | Final Year Project |
| Language: | English |
| Published: |
2013
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| Online Access: | http://hdl.handle.net/10356/53372 |
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| Institution: | Nanyang Technological University |
| Language: | English |