Closure to “Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario” by Alexander Au, Clifford Lam, Jim Au, and Bala Tharmabala
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VIEW THE ORIGINAL ARTICLEAuthors: Alexander Au [email protected], Clifford Lam, Jim Au, and Bala TharmabalaAuthor Affiliations
Publication: Journal of Bridge Engineering
Volume 19, Issue 9
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Acknowledgments
The writers would like to thank Professor W. L. Gamble for his valuable comments/observations concerning the paper. It is hoped that his interest will continue, because his comments are always welcome.
References
Au, A., and Lam, C. (2009). “Testing of Camlachie Road Underpass (after link slab construction).” Bridge Office Rep. (BRO-045), Bridge Office, Ministry of Transportation of Ontario, St. Catharines, ON, Canada.
Canadian Standards Association (CSA). (2006). “Canadian highway bridge design code.” CAN/CSA-S6-06, CSA International, Toronto.
Kim, Y. Y., Fischer, G., and Li, V. (2004). “Performance of bridge deck link slabs designed with ductile engineered cementitious composite.” ACI Struct. J., 101(6), 792–801.
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© 2014 American Society of Civil Engineers.
History
Received: May 15, 2014
Accepted: Jun 16, 2014
Published online: Jul 8, 2014
Published in print: Sep 1, 2014
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Authors
Affiliations
Senior Bridge Engineer, Bridge Management, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada (corresponding author). E-mail address: [email protected]
Clifford Lam
Formerly, Head, Bridge Research Section, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada.
Jim Au
Lead Bridge Engineer, Bridge Management, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada.
Bala Tharmabala
Formerly, Manager, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada.
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