Abstract: A novel approach for determining large nonlinear responses of spatially homogeneous and nonhomogeneous stochastic shell structures under intensive transient excitations is presented. The intensive ...

Abstract: The subject of vibration of piping components containing a moving medium has been studied extensively in the past three decades. Special attention has been paid on the instability of uniform ...

Abstract: An analytical method for responses of a class of nonlinear single degree-of-freedom (DOF) systems under nonstationary random excitations (NSREs) is presented. It is based on the transformation of the nonlinear stochastic ...

Abstract: In this paper, bifurcations of a nonlinear two-degree-of-freedom system subjected to a narrow-band stochastic excitation are investigated. Under the assumption that the correlation time greatly ...

Abstract: Smith developed a wave equation method by idealizing a pile‐soil system as a series of masses and springs for the analyses of complicated pile driving problems. The soil parameters used in this method were proposed on the ...