Field Test and Finite-Element Model of a Skewed Railroad Truss Bridge-Reference-Cited by-同舟云学术

Field Test and Finite-Element Model of a Skewed Railroad Truss Bridge

Published:2012-01 Issue:1 Volume:17 Page:165-167
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Diaz-Alvarez H.¹²³,Mlakar P.¹²³,Mckenna M.¹²³

Affiliation:

1. Research Structural Engineer, U.S. Army Engineer Research and Development Center, Vicksburg, MS (corresponding author).

2. Senior Res. Scientist, U.S. Army Engineer Research and Development Center, Vicksburg, MS.

3. Research Geophysicist, U.S. Army Engineer Research and Development Center, Vicksburg, MS.

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.1943-5592.0000211

Reference6 articles.

1. AASHTO (2004). “AASHTO LRFD bridge design specifications.” 3rd Ed. Washington DC.

2. Bridge Diagnostic Inc. (BDI). (2010). “Strain transducer for structural testing.” 〈www.bridgetest.com/products/strain_transducers.html〉 (Mar. 3 2010).

3. SAP2000 V.12.1 [Computer software]. Computers and Structures Inc. Berkeley CA.

4. Performance Evaluation through Field Testing of Century-Old Railroad Truss Bridge

5. Huo X. S. and Zhang Q. (2006). “The effect of skewness on live load reactions at piers of continuous bridges.” Proc. 2006 Structures Congress Structural Engineering and Public Safety ASCE Reston VA 1–8.

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