Sie befinden Sich nicht im Netzwerk der Universität Paderborn. Der Zugriff auf elektronische Ressourcen ist gegebenenfalls nur via VPN oder Shibboleth (DFN-AAI) möglich. mehr Informationen...
VIBRATION ANALYSIS FOR FRAME STRUCTURES USING TRANSFER OF DYNAMIC STIFFNESS COEFFICIENT
Ist Teil von
Journal of sound and vibration, 2000-07, Vol.234 (5), p.725-736
Ort / Verlag
London: Elsevier Ltd
Erscheinungsjahr
2000
Quelle
Elsevier Journal Backfiles on ScienceDirect (DFG Nationallizenzen)
Beschreibungen/Notizen
In this paper, the authors formulate a free and forced vibration analysis algorithm for frame structures using the transfer dynamic stiffness coefficient method. This method is based on the concept of the transfer of the dynamic stiffness coefficient which is related to the force and displacement vector at each node from the left end to the right end of the structure. Numerical results by the transfer dynamic stiffness coefficient method for a space frame structure are compared with results by the finite element method and experiment. The validity and the convenience of the transfer dynamic stiffness coefficient method in solving dynamic problems accurately are confirmed.