Closure to “Behavior of Transverse Confining Systems for Steel-Free Deck Slabs,” by Baidar Bakht and Clifford Lam

Author:

Bakht Baidar1,Lam Clifford2

Affiliation:

1. President, JMBT Structures Research Inc., 21 Whiteleaf Crescent, Scarborough, ON, Canada M1V 3G1.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Agarwal A. C. (1990). “Load testing of new concrete bridge deck slabs.” Proc. 3rd Int. Conf. on Short and Medium Span Bridges Toronto 1 277–289.

2. Bakht B. and Selvadurai A. P. S. (1996). “Performance of steel-free deck slabs under simulated wheel loads.” Proc. 2nd Int. Conf. on Advanced Composite Materials in Bridges and Structures Montreal 767–776.

3. Matsui S. Tokai D. Higashiyama H. and Mizukoshi M. (2001). “Fatigue durability of fiber reinforced concrete decks under running wheel load.” Proc. 3rd Int. Conf. on Concrete under Severe Conditions Vancouver Vol. 1 982–991.

4. Mufti A. A. Banthia N. and Bakht B. (2001). “Fatigue testing of precast arch panels.” Proc. 3rd Int. Conf. on Concrete under Severe Conditions Vancouver Vol. 1 1033–1041.

5. Mufti A. A. Newhook J. P. and Mahoney M. A. (1999). “Salmon River Bridge field assessment.” Proc. Annual Conf. Canadian Society for Civil Engineering Ottawa 1 51–61.

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