High Skew Link Slab Bridge System Part 1
ACKNOWLEDGEMENTS
This project is funded by the Michigan Department of Transportation. The authors would like to acknowledge the support and effort of Mr. Steve Kahl for initiating this research. The authors also wish to acknowledge the continuing assistance of the Research Advisory Panel (RAP) members in contributing to the advancement of this study. Contribution of graduate students Abdul Mohammed, Alp Servi, Duy Nguyen, Michael Romkema, and Mohamed Rusthi for the successful completion of this study is highly appreciated.
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