A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effective width of steel deck-plate in bridges
Problem of effective width, encountered in design of steel plate deck bridges, is examined theoretically; differential equation of correlated plane state of loading in deck-plate is obtained taking into consideration effect of mutually perpendicular stiffeners; solution for equation is given and effective width is calculated; formulas and tables of effective width for case of sine-wave loading on main girders; behavior of effective width of steel deck-plate. (39378)
Effective width of steel deck-plate in bridges
Problem of effective width, encountered in design of steel plate deck bridges, is examined theoretically; differential equation of correlated plane state of loading in deck-plate is obtained taking into consideration effect of mutually perpendicular stiffeners; solution for equation is given and effective width is calculated; formulas and tables of effective width for case of sine-wave loading on main girders; behavior of effective width of steel deck-plate. (39378)
Effective width of steel deck-plate in bridges
ASCE, J Struct Div
Abdel-Sayed, G. (author)
1969
16 pages
Article (Journal)
English
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