Field Evaluation of Cross-Frame and Girder Live-Load Response in Skewed Steel I-Girder Bridges-Reference-Cited by-同舟云学术

Field Evaluation of Cross-Frame and Girder Live-Load Response in Skewed Steel I-Girder Bridges

Published:2016-03 Issue:3 Volume:21 Page:04015062
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

McConnell Jennifer Righman¹,Radovic Matija²,Ambrose Kelly³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716 (corresponding author).

2. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

3. Former Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716; Structural Engineer, Whitman, Requardt, & Associates, LLP, Baltimore, MD 21231.

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.1943-5592.0000846

Reference24 articles.

1. Ambrose K. (2012). “Field measurements and corresponding FEA of cross-frame forces in skewed steel I-girder bridges.” Master’s thesis Univ. of Delaware Newark DE.

2. AASHTO. (2014). “Load and resistance factor design specifications ” 7th Ed. Washington DC.

3. AASHTO/NSBA (National Steel Bridge Alliance). (2014). “Guidelines for the analysis of steel girder bridges G13.1.” 2nd Ed. AASHTO Washington DC and NSBA Chicago.

4. Influence of cross-frames on load resisting capacity of steel girder bridges;Azizinamini A.;Eng. J. AISC,1995

5. Fatigue Behavior of Welded Diaphragm-to-Beam Connections

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