Stability and load-carrying capacity of three-dimensional long-span steel arch bridges

Computers and Structures

Volumn 65, Issue 6, 1997, Pages 857-868

  Nazmy, A S ^a  

^a University of Maine   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BEARING CAPACITY; BENDING (DEFORMATION); BUCKLING; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STEEL BRIDGES; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

RISE TO SPAN RATIO;

ARCH BRIDGES;

EID: 0031336282     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(97)00001-1     Document Type: Article

References (14)

1. American Association of State Highway and Transportation Officials, Standard Specifications for Highway Bridges, 15th edn. AASHTO, Washington, DC, 1992.
2. Harrison, H., In-plane stability of parabolic arches. Journal of the Structural Division, ASCE, 1982, 108, 195-205.
3. Austin, W. J. and Ross, T. J., Elastic buckling of arches under symmetrical loading. Journal of the Structural Division, ASCE, 1976, 102, 1085-1095.
4. Shukla, S. and Ojalvo, M., Lateral buckling of parabolic arches with tilting loads. Journal of the Structural Division, ASCE, 1971, 97, 1763-1773.
5. Wen, R. K. and Medallah, K., Elastic stability of deck-type arch bridges. Journal of Structural Engineering, ASCE, 1987, 113, 757-768.
6. Komatsu, S. and Sakimoto, T., Ultimate load-carrying capacity of steel arches. Journal of the Structural Division, ASCE, 1977, 103, 2323-2336.
7. Sakimoto, T. and Komatsu, S., Ultimate strength of arches with bracing systems. Journal of the Structural Division, ASCE, 1982, 108, 1064-1076.
8. Kuranishi, S. and Yabuki, T., Lateral load effect on steel arch bridge design. Journal of Structural Engineering, ASCE, 1984, 110, 2263-2274.
9. Weaver, W. Jr. and Gere, J., Matrix Analysis of Framed Structures, 2nd edn. Van Nostrand, New York, 1980.
10. Fleming, J. F., Computer Analysis of Structural Systems. McGraw-Hill, New York, 1989.
11. Yabuki, T., Vinnakota, S. and Kuranishi, S., Lateral load effect on load-carrying capacity of steel arch bridge structures. Journal of Structural Engineering, ASCE, 1983, 109, 2434-2449.
12. Timoshenko, S. and Gere, J., Theory of Elastic Stability, 2nd edn. McGraw-Hill, New York, 1961.
13. Ziegler, H., Principles of Structural Stability. Blaisdell, Waltham, MA, 1968.
14. Nazmy, A. S. and Abdel-Ghaffar, A. M., Three-dimensional nonlinear static analysis of cable-stayed bridges. Computers and Structures, 1990, 34, 257-271.