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The seismic response of a piping system to non-stationary random ground motion

โœ Scribed by H.O. Soliman; T.K. Datta

Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
622 KB
Volume
180
Category
Article
ISSN
0022-460X

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โœฆ Synopsis

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-stationary filtered white noise processes with filters driven by evolutionary white noise representing the bed rock motion. Several illustrative example problems for a typical piping system are solved. Also, the response for a particular example obtained by spectral analysis in the frequency domain is compared with that obtained by the present method of analysis in order to investigate the relative efficiencies of both methods.

๐Ÿ“œ SIMILAR VOLUMES

Transverse response of offshore pipeline
Transverse response of offshore pipelines to random ground motion
โœ T. K. Datta; E. A. Mashaly ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 696 KB

A method is presented for the determination of the transverse response of the idealized suspended span of an offshore pipeline to random seismic input. The method is based on spatial discretization of the pipe with nodal lumped masses. The earthquake is assumed to be a stationary random process char