Numerical Solution of Beams on Elastic Foundation

Autor: W. C. Carpenter
Rok vydání: 1968
Předmět:
Zdroj: Journal of the Structural Division. 94:2657-2662
ISSN: 2690-3377
0044-8001
Popis: The element idealization can be used for either a stiffness or force method program as the element stiffness matrix is nonsingular. This technique can be applied to a whole class of problems.
Databáze: OpenAIRE