Shakedown Tests of One-Third–CALE Composite Bridge

Author:

Barker M. G.,Bergson P. M.,French C. E.,Leon R. T.,Galambos T. V.,Klaiber F. W.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1986). “Guide specifications for alternate load factor design procedures for steel beam bridges using braced compact sections.” Interim Specifications through 1989 Washington D.C.

2. Barker M. G. (1990). “The shakedown limit state of slab-on-girder bridges ” PhD thesis Univ. of Minnesota Minneapolis Minn.

3. Shakedown Limit State of Compact Steel Girder Bridges

4. Bergson P. M. (1994). “Shakedown and ultimate load tests of one-third scale three-span composite bridge ” MS thesis Univ. of Minnesota Minneapolis Minn.

5. Burdette E. G. and Goodpasture D. W. (1971). “Final report on full-scale bridge testing: An evaluation of bridge design criteria.” Rep. Civ. Engrg. Dept. Univ. of Tennessee Cookeville Tenn.

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1. Rotation Compatibility Approach to Moment Redistribution for Design and Rating of Steel I-Girder Bridges;Journal of Bridge Engineering;2010-01

2. Experimental Verification of Shakedown Approaches for Bridge Design;Transportation Research Record: Journal of the Transportation Research Board;1997-01

3. Monotonic and Cyclic Moment-Inelastic Rotation Behavior for Inelastic Design of Steel Girder Bridges;Transportation Research Record: Journal of the Transportation Research Board;1997-01

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