Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario-Reference-Cited by-同舟云学术

Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario

Published:2013-08 Issue:8 Volume:18 Page:768-778
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Au Alexander¹,Lam Clifford²,Au Jim³,Tharmabala Bala⁴

Affiliation:

1. Associate Research Engineer, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada (corresponding author).

2. Head, Bridge Research, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada.

3. Senior Design Engineer, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada.

4. Manager, Bridge Office, Ministry of Transportation of Ontario, 301 St. Paul St., St. Catharines, ON L2R 7R4, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000417

Reference20 articles.

1. Au A. and Lam C. (2008). “Testing of the Highway 401/Mull Road Underpass.” Bridge Office Rep. (BRO-034) Bridge Office Ministry of Transportation St. Catharines ON Canada.

2. Au A. and Lam C. (2009a). “Experimental investigation of link slab performance using scaled-down models.” Bridge Office Rep. (BRO-041) Bridge Office Ministry of Transportation St. Catharines ON Canada.

3. Au A. and Lam C. (2009b). “Testing of Camlachie Road Underpass (after link slab construction).” Bridge Office Rep. (BRO-045) Bridge Office Ministry of Transportation St. Catharines ON Canada.

4. Au A. and Lam C. (2011). “Displacement compatibility in debonded link slab design.” Bridge Office Rep. (BRO-055) Bridge Office Ministry of Transportation St. Catharines ON Canada.

5. Au A. Lam C. and Tharmabala B. (2010). “Validating the design methodology for debonded concrete link slab system through bridge load testing.” Proc. 8th Int. Conf. on Short and Medium Span Bridges Niagara Falls St. Catharines ON Canada.

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