Evaluation of AASHTO live load and line load distribution factors for I-girder bridge decks

Practice Periodical on Structural Design and Construction

Volumn 9, Issue 4, 2004, Pages 211-215

  Kocsis, Peter ^a  

^a NONE   (United States)

Author keywords

Accuracy; Bridge decks; Bridges; Computer programming; Girder; Live loads; Load distribution

Indexed keywords

BEAMS AND GIRDERS; BRIDGE DECKS; COMPUTER PROGRAMMING; FINITE ELEMENT METHOD; HIGHWAY BRIDGES; RAILINGS; STRUCTURAL DESIGN;

AASHTO; ACCURACY; AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS; LIVE LOADS; LOAD DISTRIBUTION;

STRUCTURAL LOADS;

EID: 13944264450     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2004)9:4(211)     Document Type: Article

References (6)

1. American Association of State Highway and Transportation Officials (AASHTO). (1994). Guide specifications for distribution of loads for highway bridges, Washington, D.C.
2. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges, Washington, D.C.
3. Jaeger, L. G., and Bakht, B. (1982). "The grillage analogy in bridge analysis." Can. J. Civ. Eng., 9(2), 224-235.
4. Jaeger, L. G., and Bakht, B. (1989). Bridge analysis by microcomputer, McGraw-Hill, New York.
5. Mufti, A., Bakht, B., Jaeger, L. G., and Jalil, J. (1998). Semi-continuum method of analysis for bridges (SECAN4): A computer program and manual, Dahlhousie Univ., Halifax, Canada.
6. Mufti, A., Bakht, B., Mahesparan, K., and Jaeger, L. G. (1992). Semi-continuum method of analysis for bridges (SECAN): A computer program and manual, Dahlhousie Univ., Halifax, Canada.