Behavior of composite beams with headed stud shear connectors subjected to monotonous and displacement controlled non-reversible repeated loadings has been evaluated through studying influences of the cross-sectional proportioning. the degree of partial interaction. and the level of ductile deformability in the post-yielding stage. in addition to the state of loading (whether monotono... https://storeanimalwiz.shop/product-category/supplements/
Performance of Composite Steel-Concrete Beams with Stud Shear Connectors under Periodical Loadings
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