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Finite beams on elastic foundation
Differential equation of beams of finite length, resting on Winkler foundation is solved in terms of initial conditions, i.e. conditions at one of ends of beam; with solution in this form, which contains initial conditions as constants of integration, it is then possible to write merely by inspection equation of elastic line; solution of resulting boundary value problem is simplified through use of special functions, which possess interesting properties, and table of values of these special functions.
Finite beams on elastic foundation
Differential equation of beams of finite length, resting on Winkler foundation is solved in terms of initial conditions, i.e. conditions at one of ends of beam; with solution in this form, which contains initial conditions as constants of integration, it is then possible to write merely by inspection equation of elastic line; solution of resulting boundary value problem is simplified through use of special functions, which possess interesting properties, and table of values of these special functions.
Finite beams on elastic foundation
ASCE -- Proc (J Structural Div)
Miranda, C. (author) / Nair, K. (author)
1966
12 pages
Article (Journal)
English
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