Flexural behavior of steel-UHPC composite slabs with perfobond rib shear connectors
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference29 articles.
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3. Simplified model to predict partial-interactive structural performance of steel–concrete composite slabs;Jeong;J Constr Steel Res,2008
4. Steel–concrete composite bridge deck slab with profiled sheeting;Kim;J Constr Steel Res,2009
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