Horizontally Curved Steel I-Girders State-of-the-Art Analysis Methods-Reference-Cited by-同舟云学术

Horizontally Curved Steel I-Girders State-of-the-Art Analysis Methods

Published:1999-02 Issue:1 Volume:4 Page:38-47
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:Journal of Bridge Engineering

Author:

Zureick A.,Naqib R.

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%281999%294%3A1%2838%29

Reference140 articles.

1. AASHO-ASCE Committee on Flexural Members. ( 1973). “Survey of curved girder bridges.” Civ. Engrg. 43(2) 54–56.

2. Abdelraough M. R. and Matlock H. ( 1972). Finite element analysis of bridge decks . Ctr. for Highway Res. University of Texas at Austin Austin Tex.

3. Element Stiffness of Circular Member

4. Akoussah E. Beaulieu D. and Dhatt G. ( 1986). “Curved beam element via penaly-mixed formulation for nonlinear in-plane analysis.” Communications in Appl. Numer. Methods 2(6) 617–623.

5. Arizumi Y. Oshiro T. and Hamado S. ( 1982). “Finite strip analysis of curved composite girders incomplete interaction.” Comp. and Struct. 15(6) 603–612.

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