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A platform for research: civil engineering, architecture and urbanism
Successive Approximations for Beams on an Elastic Foundation
A method resembling the well-known moment-area procedure is presented for the solution of beams on an elastic foundation. Esse ntially it is an extension, adaptation, and systematization of the famed Vianello-Stodola procedures as are very briefly mentioned by August Foppl and Miklos Hetenyi. Because of the inherent power of these procedures, reasonably accurate results are obtained simply and quickly. The difficult mathematics that occur in the usual analytical solutions are completely avoided.
Successive Approximations for Beams on an Elastic Foundation
A method resembling the well-known moment-area procedure is presented for the solution of beams on an elastic foundation. Esse ntially it is an extension, adaptation, and systematization of the famed Vianello-Stodola procedures as are very briefly mentioned by August Foppl and Miklos Hetenyi. Because of the inherent power of these procedures, reasonably accurate results are obtained simply and quickly. The difficult mathematics that occur in the usual analytical solutions are completely avoided.
Successive Approximations for Beams on an Elastic Foundation
Popov, E. P. (author)
Transactions of the American Society of Civil Engineers ; 116 ; 1083-1095
2021-01-01
131951-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Successive approximations for beams on elastic foundation
| Engineering Index Backfile | 1951
Successive approximations for beams on elastic foundation
| Engineering Index Backfile | 1950
Finite beams on elastic foundation
| Engineering Index Backfile | 1966