Load distribution factors in simply supported skew bridges

Journal of Bridge Engineering

Volumn 8, Issue 4, 2003, Pages 241-244

  Khaloo, Ali R ^a   Mirzabozorg, H ^a  

^a SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Bridges, skew; Diaphragms; Distribution functions; Girders; Load distribution

Indexed keywords

BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; DEFLECTION (STRUCTURES); DIAPHRAGMS; ELASTIC MODULI; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; POISSON RATIO; RELIABILITY; SENSITIVITY ANALYSIS; STRUCTURAL LOADS; TRUCKS;

DISTRIBUTION FUNCTIONS; GIRDER SPACING; LOAD DISTRIBUTION; SKEW;

BRIDGES;

EID: 13944251065     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2003)8:4(241)     Document Type: Article

References (16)

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges, 16th Ed., Washington, D.C.
2. ANSYS manual: A general finite-element program, version 5.4.
3. Bakht, B. (1988). "Analysis of some skew bridges as right bridges." J. Struct. Eng., 114(10), 2307-2322.
4. Bakht, B., and Jaeger, L. G. (1989). Bridge analysis by microcomputer, McGraw-Hill, New York.
5. Bakht, B., and Jaeger, L. G. (1992). "Simplified methods of bridge analysis for the third edition of OHBDC." Can. J. Civ. Eng., 19, 551-559.
6. Bishara, A. G., Chuan Liu, M., and El-Ali, N. D. (1993). "Wheel load distribution on simply supported skew I-beam composite bridges." J. Struct. Eng., 119(2), 399-419.
7. Chen, Y., and Aswad, A. (1996). "Stretching span capability of prestressed concrete bridges under AASHTO LRFD." J. Bridge Eng., 1(3), 112-120.
8. Cheung, M. S., Li, W., and Chidiac, S. E. (1996). Finite strip analysis of bridges, 1st Ed., E & FN Spon, London.
9. Ebeido, T., and Kennedy, J. B. (1996a). "Girder moments in continuous skew composite bridges." J. Bridge Eng., 1(1), 37-45.
10. Ebeido, T., and Kennedy, J. B. (1996b). "Shear and reaction distributions in continuous skew composite bridges." J. Bridge Eng., 1(4), 155-165.
11. Ebeido, T., and Kennedy, J. B. (1996c). "Girder moments in simply supported skew composite bridges." Can. J. Civ. Eng., 23, 904-916.
12. El-Ali, N. D. (1986). "Evaluation of internal forces in skew multi-stringer simply supported steel bridges." PhD thesis, Ohio State University, Columbus, Ohio.
13. Khaleel, M. A., and Itani, R. Y. (1990). "Live-load moments for continuous skew bridges." J. Struct. Eng., 116(9), 2361-2373.
14. Marx, H. J., Khachaturian, N., and Gamble, W. L. (1986). "Development of design criteria for simply supported skew slab-and-girder bridges." Structural Research Series No. 522, University of Illinois, Urbana, 111.
15. Nilson, A. H., and Winter, G. (1987). Design of prestressed concrete, 2nd Ed., McGraw-Hill, New York.
16. Nutt, R. V., Schamber, R. A., and Zokaie, T. (1988). "Distribution of wheel loads on highway bridges." Final Rep. No. 83, Imbsen & Associates, Sacramento, Calif.