Transient Response of 1 DOF Complex Stiffness System via Hilbert-transform

힐버트 변환을 이용한 복소강성을 지니는 1자유도 시스템의 과도응답

The solution of transient response of complex stiffness system was obtained using a green function of this system. To derive the green function, governing equation of this systems was expressed in Steady Space and solved by the diagonalization. The solution of this system are written as a convolution integral form. The result that are calculated by the numerical integration process for transient responses was showed properly.