Construction of a Horizontally Curved Steel I-Girder Bridge. Part II: Inconsistent Detailing-Reference-Cited by-同舟云学术

Construction of a Horizontally Curved Steel I-Girder Bridge. Part II: Inconsistent Detailing

Published:2006-01 Issue:1 Volume:11 Page:91-98
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chavel B. W.¹²,Earls C. J.¹²

Affiliation:

1. Structural Designer, HDR Engineering, Inc., 3 Gateway Center, Pittsburgh, PA 15222 (corresponding author).formerly, Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

2. Associate Professor and William Kepler Whiteford Faculty Fellow, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 949 Benedum Hall, Pittsburgh, PA 15261.

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%282006%2911%3A1%2891%29

Reference6 articles.

1. ABAQUS. (2001). ABAQUS standard user’s manual version 6.2 Vol. 1–3 Hibbit Karlsson & Sorensen Pawtucket R.I.

2. Chavel B. W. and Earls C. J. (2001). “Evaluation of erection procedures of the curved span of the Ford City Steel I-Girder Bridge.” Rep. No. CE/ST 18 Dept. of Civil Engineering Univ. of Pittsburgh Pittsburgh.

3. Chavel B. W. and Earls C. J. (2006). “The construction of a horizontally curved steel I-girder bridge: Erection sequence.” J. Bridge Eng.JBENF21084-0702 11(1) 81–90.

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