Transverse Modeling of Concrete Box-Girder Bridges for Prediction of Deck Slab Ultimate Load Capacity-Reference-Cited by-同舟云学术

Transverse Modeling of Concrete Box-Girder Bridges for Prediction of Deck Slab Ultimate Load Capacity

Published:2013-12 Issue:12 Volume:18 Page:1373-1382
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Choi Young Cheol¹,Oh Byung Hwan²

Affiliation:

1. Dept. of Civil Engineering, Seoul National Univ., Seoul, Korea.

2. Retired; formerly, Dept. of Civil Engineering, Seoul National Univ., Seoul, Korea (corresponding author).

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.1943-5592.0000489

Reference14 articles.

1. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Detroit.

2. American Concrete Institute (ACI) Innovation Task Group 3. (2004). “Report on bridge decks free of steel reinforcement.” ACI ITG-3-04 Detroit.

3. Canadian Standards Association (CSA). (2000). “Canadian highway bridge design code.” CAN/CSA-S6-00 Toronto.

4. The effect of membrane stresses on the ultimate strength of an interior panel in a reinforced concrete slab;Christiansen K. P.;J. Struct. Eng.,1963

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