Discussion of “Discussion on AASHTO LRFD Load Distribution Factors for Slab-on-Girder Bridges” by C. S. Cai
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Volume 11, Issue 4
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References
AASHTO. (1994). Guide specifications for distribution of loads for highway bridges, Washington, D.C.
AASHTO. (1996). Standard specifications for highway bridges, Washington, D.C.
AASHTO. (1998). LRFD bridge design specifications, Washington, D.C.
Huo, X. S., Wasserman, E. P., and Zhu, P. (2004). “Simplified method of lateral distribution, of live load moment.” J. Bridge Eng., 9(4), 382–390.
Jaeger, L. G., and Bakht, B. (1989). Bridge analysis by microcomputer, McGraw-Hill, New York.
Kocsis, P. (2004). “Evaluation of AASHTO live load and line load distribution factors for I-girder bridge decks.” Pract. Period. Struct. Des. Constr., 9(4), 211–215.
Mufti, A., Bakht, B., Jaeger, L. G., and Jalali, J. (1998). Semi-continuum method of analysis for bridges (SECAN4): A computer program and manual, Dahlhousie Univ., Halifax, N.S., Canada.
Samaan, M., Sennah, K., and Kennedy, J. B. (2005). “Distribution factors for curved continuous composite box girder bridges.” J. Bridge Eng., 10(6), 678–692.
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Published In
Practice Periodical on Structural Design and Construction
Volume 11 • Issue 4 • November 2006
Pages: 247 - 248
Copyright
© 2006 ASCE.
History
Published online: Nov 1, 2006
Published in print: Nov 2006
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Peter Kocsis, M.ASCE
Registered Structural Engineer and Registered Professional Engineer, Barrington, IL 60010. E-mail: [email protected]
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