โ Scribed by Jiahao Lin; Guizhen Song; Yong Sun; F.W. Williams
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
An asynchronous parallel algorithm is developed in this paper. It is based on the newly developed sequential pseudo-excitation method for structural non-stationary random responses, used with the high precision direct (HPD-S) integration method. Examples run on a Transtech Paramid MIMD parallel comp
Band-limited, non-stationary random vibrations of a shear beam are studied in order to investigate high frequency seismic effects on building structures. A solution for the evolutionary spectral density of the shear beam response to a time segment of band-limited white noise is given in a closed for
The response of a piping system having flexible supports to non-stationary random ground motion is presented. The response is regarded as a Gauss-Markov process. The dynamic resistances offered by the supports are specified in terms of stiffness and damping. The excitations at the supports are non-s