Numerical analysis of axisymmetric shells by one-dimensional continuum elements suitable for high frequency excitations
| Data(s) |
01/12/2000
|
|---|---|
| Resumo |
Axisymmetric shells are analyzed by means of one-dimensional continuum elements by using the analogy between the bending of shells and the bending of beams on elastic foundation. The mathematical model is formulated in the frequency domain. Because the solution of the governing equations of vibration of beams are exact, the spatial discretization only depends on geometrical or material considerations. For some kind of situations, for example, for high frequency excitations, this approach may be more convenient than other conventional ones such as the finite element method. |
| Formato |
application/pdf |
| Identificador | |
| Idioma(s) |
eng |
| Publicador |
E.T.S.I. Industriales (UPM) |
| Relação |
http://oa.upm.es/15053/1/Computers_and_Structures_Numerical_analysis.pdf http://www.sciencedirect.com/science/article/pii/S0045794900000481 info:eu-repo/semantics/altIdentifier/doi/10.1016/S0045-7949(00)00048-1 |
| Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
| Fonte |
Computers & Structures, ISSN 0045-7949, 2000-12, Vol. 78, No. 5 |
| Palavras-Chave | #Ingeniería Civil y de la Construcción #Matemáticas |
| Tipo |
info:eu-repo/semantics/article Artículo PeerReviewed |
