Nonlinear Finite-Element Analysis of Reinforced Concrete Bridge Approach Slab-Reference-Cited by-同舟云学术

Nonlinear Finite-Element Analysis of Reinforced Concrete Bridge Approach Slab

Published:2007-11 Issue:6 Volume:12 Page:801-806
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Roy Sujata¹²,Thiagarajan Ganesh¹²

Affiliation:

1. Formerly, Graduate Student, Dept. of Civil Engineering, Univ. of Missouri–Kansas City, 350J RHFH, 5100 Rockhill Rd., Kansas City, MO 64110.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Missouri–Kansas City, 350J RHFH, 5100 Rockhill Rd., Kansas City, MO 64110 (corresponding author). E-mail: ganesht@umkc.edu

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%282007%2912%3A6%28801%29

Reference11 articles.

1. Parametric study of slab-on-grade problems due to initial warping and point loads;Al-Nasra M.;ACI Struct. J.,1994

2. Biggs R. M. Furman W. B. Gomez J. P. Massarelli P. J. and McKeel W. T. (2000). “Finite element modeling and analysis of reinforced-concrete bridge decks.” Final Rep. Virginia Transportation Research Council Va.

3. Structural Performance of Bridge Approach Slabs under Given Embankment Settlement

4. Darwin D. (1993). “Reinforced concrete.” Proc. Finite Element Analysis of Reinforced-Concrete Structures II ASCE New York 203–232.

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