Nonlinear Forced Vibration Analysis of a Three Dimensional Tree Structure by the Incremental Transfer Stiffness Coefficient Method

摘要

The incremental transfer stiffness coefficient method was developed, in the previous report, in order to analyze the periodic steady-state vibrations of a large-scale structure having locally strong nonlinear elements. By the incremental transfer stillness coefficient method, the computation cost can be reduced remarkably from the iterative computation process of approximate solution.