Behavior of Transverse Confining Systems for Steel-Free Deck Slabs
Author:
Affiliation:
1. Member, ASCE
2. Vice Pres., JMBT Structures Research Inc., 21 Whiteleaf Crescent, Scarborough, ON, Canada M1V 3G1.
3. Assoc. Res. Engr., Ministry of Transp. of Ontario, Downsview, ON Canada M3M 1J8.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282000%295%3A2%28139%29
Reference14 articles.
1. Bakht B. (1996). “Revisiting arching in deck slabs.” Can. J. Civ. Engrg. 23(4) 973–981.
2. Bakht B. and Agarwal A. C. (1995). “Deck slabs of skew bridges.” Can. J. Civ. Engrg. 22(3) 514–530.
3. Bakht B. and Aly A. (1998). “Testing in isolation of transverse confining systems for steel-free deck slabs.” Can. J. Civ. Engrg. 25(4) 789–796.
4. Bakht B. and Mufti A. A. (1996). “FRC deck slabs without tensile reinforcement.” Concrete Int. 18(2) 50–55.
5. Bakht B. and Mufti A. A. (1998). “Five steel-free deck slabs in Canada.” Struct. Engrg. Int. 8(3) 196–200.
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