摘要: Abstract A unified formulation of fixed, free and loaded interface variants modal synthesis is presented. formal proof the exactness all three in absence truncation established. The sensitivity error to different conditions studied.
harvard.edu
elsevier.com
sci-hub.se 参考文章(7)
ROBERT L. GOLDMAN, Vibration analysis by dynamic partitioning. AIAA Journal. ,vol. 7, pp. 1152- 1154 ,(1969) , 10.2514/3.5290
Walter C. Hurty, Jon D. Collins, Gary C. Hart, Dynamic analysis of large structures by modal synthesis techniques Computers & Structures. ,vol. 1, pp. 535- 563 ,(1971) , 10.1016/0045-7949(71)90029-0
W. A. BENFIELD, R. F. HRUDA, Vibration Analysis of Structures by Component Mode Substitution AIAA Journal. ,vol. 9, pp. 1255- 1261 ,(1971) , 10.2514/3.49936
G.M.L. Gladwell, Branch mode analysis of vibrating systems Journal of Sound and Vibration. ,vol. 1, pp. 41- 59 ,(1964) , 10.1016/0022-460X(64)90006-9
ROY R. CRAIG, MERVYN C. C. BAMPTON, Coupling of substructures for dynamic analyses. AIAA Journal. ,vol. 6, pp. 1313- 1319 ,(1968) , 10.2514/3.4741
Walter C. Hurty, Vibrations of Structural Systems by Component Mode Synthesis Journal of Engineering Mechanics-asce. ,vol. 86, pp. 51- 70 ,(1960) , 10.1061/JMCEA3.0000162
S. N. Hou, Review of modal synthesis techniques and a new approach ,(1969)