Simplified Method for Evaluating the Redundancy of Twin Steel Box-Girder Bridges-Reference-Cited by-同舟云学术

Simplified Method for Evaluating the Redundancy of Twin Steel Box-Girder Bridges

Published:2012-05 Issue:3 Volume:17 Page:470-480
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Samaras Vasileios A.¹,Sutton James P.²,Williamson Eric B.³,Frank Karl H.⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712.

2. Project Engineer, Modjeski & Masters, Inc., Poughkeepsie, NY.

3. Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712 (corresponding author).

4. Chief Engineer, Hirschfeld Industries, Austin, TX 78730.

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.1943-5592.0000280

Reference23 articles.

1. American Concrete Institute (ACI) Committee 318. (2008). Building code requirements for structural concrete (ACI 318-08) and Commentary (ACI 318R-08) ACI Farmington Hills MI.

2. Barnard T. J. (2006). “Constructing a full-scale horizontally-curved twin steel trapezoidal box girder bridge segment to determine redundancies in fracture critical bridges.” M.S. Departmental Report The Univ. of Texas at Austin Austin TX 〈http://fsel.engr.utexas.edu/publications/detail.cfm?pubid=603154747〉.

3. Daniels J. H. Kim W. and Wilson J. L. (1989). “Recommended guidelines for redundancy design and rating of two-girder steel bridges.” National Cooperative Highway Research Program Rep. 319 Transportation Research Board National Academy Press Washington D.C.

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