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Structural analysis of suspension bridges
Numerical procedures, suitable for digital computers, are given for analyzing suspension bridges under arbitrary conditions of live loading and temperature effects; technique of analysis is to treat cable, suspenders, and deck as forming special type of open panel truss; by allowing for tower flexibility, rigorous method of including interaction between side and main spans has been obtained; three distinct methods of bridge analysis have been given, each differing from others in choice of variable used for formulating governing equations; results of solving long span bridge by all three methods are given, and these are compared with values obtained by more conventional means.
Structural analysis of suspension bridges
Numerical procedures, suitable for digital computers, are given for analyzing suspension bridges under arbitrary conditions of live loading and temperature effects; technique of analysis is to treat cable, suspenders, and deck as forming special type of open panel truss; by allowing for tower flexibility, rigorous method of including interaction between side and main spans has been obtained; three distinct methods of bridge analysis have been given, each differing from others in choice of variable used for formulating governing equations; results of solving long span bridge by all three methods are given, and these are compared with values obtained by more conventional means.
Structural analysis of suspension bridges
ASCE -- Proc (J Structural Div)
Poskitt, T.J. (Autor:in)
1966
25 pages
Aufsatz (Zeitschrift)
Englisch
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