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  • Users: iabhiuce
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  1. iabhiuce

    Rail-Structure Interaction for Horizontally Curved Decks

    Dear All, I am involved in a nonlinear rail-structure interaction (CWR) analysis for a horizontally curved transit bridge. The analysis that I am doing is as per UIC-774-3. I cannot find any clause on how to deal with interaction for acutely curved bridge decks. The curvature in my bridge is...

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