Removal of Diaphragms from Three-Span Steel Girder Bridge
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VIEW THE REPLYAuthors: Martin P. Burke, J. M. Stallings, T. E. Cousins, and T. E. StaffordAuthor Affiliations
Publication: Journal of Bridge Engineering
Volume 5, Issue 3
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References
1.
Bakht, B., and Jaeger, L. G. (1990). “Bridge testing—a surprise every time.”J. Struct. Engrg., ASCE, 116(5), 1370–1383.
2.
Turer, A., and Aktan, A. E. (1999). “Issues in super-load crossing of three steel-stringer bridges in Toledo, Ohio.” CD-ROM Preprint, Transp. Res. Board, National Research Council, Washington, D.C., 14.
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Published online: Aug 1, 2000
Published in print: Aug 2000
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Martin P. Burke
J. M. Stallings
T. E. Cousins
T. E. Stafford
Bridge Consultant, Burgess & Niple, Ltd., Columbus, OH 43220.
Prof., Dept. of Civ. Engrg., Harbert Engrg. Ctr., Auburn Univ., Auburn, AL 36849.
Assoc. Prof., The Charles E. Via Dept. of Civ. Engrg., Virginia Tech, Blacksburg, VA 24061.
Assoc. Engr./Codes, Southern Build. Code Congr. Int., 900 Montclair Rd., Birmingham, AL 35213.
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