Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
General method for beams on elastic supports
Method for either reaction influence lines or reactions for any loading for continuous beams on elastic supports is presented in matrix form using basic physical relationships between beams with and without elastic supports; influence line ordinates or reactions for any loading for regular continuous beams are used as coefficients for computing corresponding values for beams on elastic supports; this simplifies calculations and allows method to be used in conjunction with existing influence line tables or existing programs for regular beams; although method is general, timesaving equations presented are useful for two-span beams, three-span beams, and four-span beams.
General method for beams on elastic supports
Method for either reaction influence lines or reactions for any loading for continuous beams on elastic supports is presented in matrix form using basic physical relationships between beams with and without elastic supports; influence line ordinates or reactions for any loading for regular continuous beams are used as coefficients for computing corresponding values for beams on elastic supports; this simplifies calculations and allows method to be used in conjunction with existing influence line tables or existing programs for regular beams; although method is general, timesaving equations presented are useful for two-span beams, three-span beams, and four-span beams.
General method for beams on elastic supports
ASCE -- Proc (J Structural Div)
Mozingo, R.R. (Autor:in)
1967
12 pages
Aufsatz (Zeitschrift)
Englisch
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