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Effects of twisting couples on thin-walled box girders which resist cross-sectional distortion either by frame action of their walls or by special diaphragms is treated with special reference to bridge structures; approximate solution suitable for rapid design is verified by `exact' treatment based on theory of two-dimensional elasticity; further verification is provided by results of two model tests; finally, as complement to design method, displacement method suitable for final analysis of important or complex box girder is developed.
Effects of twisting couples on thin-walled box girders which resist cross-sectional distortion either by frame action of their walls or by special diaphragms is treated with special reference to bridge structures; approximate solution suitable for rapid design is verified by `exact' treatment based on theory of two-dimensional elasticity; further verification is provided by results of two model tests; finally, as complement to design method, displacement method suitable for final analysis of important or complex box girder is developed.
Twisting of thin-walled box girders
Instn Civ Engrs -- Proc
Richmond, B. (author)
1966
17 pages
Article (Journal)
English
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