作者: Onsy L. Roufaeil
DOI: 10.1016/0045-7949(88)90176-9
关键词: Stiffness 、 Stiffness matrix 、 Finite strip method 、 Convergence (routing) 、 Engineering 、 Vibration 、 Structural engineering 、 Space frame 、 Element (category theory)
摘要: Abstract A finite strip analysis of the vibration rectangular plates with intermediate supports is described. This approach incorporates stiffness support element in a direct methodology. The element, which modeled as space frame has been combined directly to matrix strip. validity method demonstrated an example. Results are presented demonstrate convergence method.