Characterization of shear bond stress for design of composite slabs using an improved partial shear connection method
Eurocode 4 design provisions specify two methods for the design of composite slabs, namely the m-k and the partial shear connection (PSC) methods. Currently, the m-k method includes the concrete thickness and the shear span of the slab as variables while the PSC method does not. This has resulted in...
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Vilnius Gediminas Technical University (VGTU) Press
2015
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