Curved I-Girder Bridge Design Recommendations

by William L. Armstrong, (M.ASCE), Chairman and Dir.; Struct. Div., U.S. Navy, Constr. Batt. Center, Civ. Engrg. Lab., Port Hueneme, Calif.,

Serial Information: Journal of the Structural Division, 1977, Vol. 103, Issue 5, Pg. 1137-1168

Document Type: Journal Paper

Discussion: Jetter Frederick R. (See full record)
Discussion: Beal David B. (See full record)
Discussion: Higgins Michael A. (See full record)
Discussion: Kocsis Peter (See full record)
Closure: (See full record)

Abstract: Recently completed research has resulted in a tentative design guide for horizontally curved steel I-girder bridges which is being considered by AASHTO for inclusion into the Standard Bridge Design Specifications. This paper describes the proposed design criteria and respective parts of the commentary. Only those articles of the curved girder specifications that represent significant changes from the current AASHTO straight girder provisions are included in this paper. Also included is a discussion of further needed research on curved girder bridges, and a summary of on-going research.

Subject Headings: Bridge design | Girder bridges | Curvature | Girders | Steel bridges | Standards and codes |

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