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FREE-INTERFACE METHOD OF MODAL SYNTHESIS FOR DYNAMIC RESPONSE OF STRUCTURAL SYSTEMS

Wang Liangming(Nanjing University of Science and Technology)  
A numerical method for solving the dynamic response of a complex structural sys tem is presented in the paper.This method is an extension of the free-interface method ofcomponent modal synthesis.The dynamic response of the system is computed on the base of the modal parameters and external loads of each substructure,without need to solve the eigen problem of the whole system.An namerical example shows the good acceracy of the results and high efficiency of the procedure.
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