Curved Girder Deformation Prediction Effectiveness Using First-Order, Linear Geometric Finite-Element Models-Reference-Cited by-同舟云学术

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Curved Girder Deformation Prediction Effectiveness Using First-Order, Linear Geometric Finite-Element Models

Published:2011-05 Issue:2 Volume:16 Page:56-61
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Nevling D. L.¹²,Linzell D. G.¹²

Affiliation:

1. Civil Associate, Michael Baker Jr., Inc., 272 Bendix Rd., Suite 400, Virginia Beach, VA 23454 (corresponding author).

2. Associate Professor and Director, Dept. of Civil and Environmental Engineering, Protective Technology Center, The Pennsylvania State University, 231L Sackett Building, University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000076

Reference11 articles.

1. American Welding Society. (2004). Structural welding code–Steel 19th Ed. AWS Miami.

2. Behaviour of unpropped composite girders curved in plan under construction loading

3. Analysis of Horizontally Curved Bridges Using Simple Finite-Element Models

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

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