Nonlinear Material Behavior of the Bridge Components - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 107

addition, it was shown that although the fiber beam-column model
neglected the slip between the steel beam and concrete slab, there were
no effects on the global calculation results of steel-concrete composite
frames. It was concluded that the proposed model can be used to analyze
composite frames subjected to cyclic loading due to earthquake.
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