Interaction between Cross Frames and Girders

Author:

Bishara Alfred G.,Elmir Wassef E.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Alsado H. M. (1988). “Analytical versus measured reaction components of multi‐stringer skewed steel bridges ” thesis presented to the Ohio State University at Columbus Ohio in partial fulfillment of the requirements for the degree of Master of Science.

2. Bishara A. G. (1984). “Analysis for design of bearings at skew bridge supports.” Final Report FHWA and the Ohio Department of Transportation June.

3. Bridge Design Manual . (1983). Ohio Department of Transportation (ODOT) Columbus Ohio.

4. Chen S. S. Daniels J. H. Wilson J. L. (1986). “Computer study of redundancy of a single span welded two‐girder bridge.” Interim Report June 85–Feb. 86 Lehigh University Bethlehem Pa. Fritz Engineering Lab.

5. El Mir W. W. (1988). “Spatial interaction between cross frames and girders of multi‐stringer skewed steel bridges ” thesis presented to the Ohio State University at Columbus Ohio in partial fulfillment of the requirements for the degree of Master of Science.

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2. Structural Modeling of Cross-Frame Behavior in Steel Girder Bridges;2019 12th International Conference on Developments in eSystems Engineering (DeSE);2019-10

3. Field Evaluation of Cross-Frame and Girder Live-Load Response in Skewed Steel I-Girder Bridges;Journal of Bridge Engineering;2016-03

4. STRESS PREDICTION OF THE VEHI CLE-BRIDGE INTERACTION SYSTEM AND ITS APPLICATION TO A STEEL I-GIRDER BRIDGE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2011

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