Bridge Design Research Papers

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Bridge Structures is intended for a worldwide audience of practitioners and researchers who are working in the area of bridge engineering. Mahmoud Bridge Technology Consulting 11 Broadway, 21st Floor New York City, NY 10004 USA Email: [email protected] Board Sreenivas Alampalli, New York State Department of Transportation, USA Fabio Brancaleoni, University of Rome Tre, Italy Paul Fanning, University College, Ireland John W.

Fisher, Lehigh University, USAYozo Fujino, University of Tokyo, Japan Peter Irwin, Rowan Williams Davies & Irwin Inc., Canada Jürgen Krieger, Federal Highway Research Institute, Germany Dennis Mertz, University of Delaware, USA Husam Najm, Rutgers University, USA Sissy Nikolaou, Mueser Rutledge, USA Gerhard Sedlacek, University of Aachen, Germany Jerome Stubler, Freyssinnet, France Habib Tabatabai, University of Wisconsin, Milwaukee, USA Jean-Marc Tanis, Jean Muller International, France Michel Virlogeux, Consultant, Bonnelles, France Hai Fan Xiang, Tongji University, China SUBMISSION OF MANUSCRIPT By submitting my article to this journal, I agree to the IOS Press License to Publish: https:// and the IOS Press Privacy Policy: https://

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Two versions of the same bridge were analyzed and compared, one with conventional cast-in-place reinforced concrete columns, and the other with top plastic hinges incorporating Nickel-Titanium (Ni Ti) SMA reinforcing bars and ECC. The first author acknowledges the support provided by Shanghai Municipal Education Commission and the National Natural Science Foundation of China under Research Grant No.

The novel SMA/ECC plastic hinges were found to substantially reduce damage and post-earthquake residual displacements in the bridge substructure, but led to larger maximum drifts relative to the bridge with conventional reinforced concrete plastic hinges. 51408360 during his stay at University of Nevada, Reno.


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