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Please use this identifier to cite or link to this item:
http://hdl.handle.net/2074/105
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Full metadata record
| DC Field | Value | Language |
|---|
| contributor.author | Soliman, H O | - |
| contributor.author | Datta, T K | - |
| date.accessioned | 2005-03-23T09:00:09Z | - |
| date.available | 2005-03-23T09:00:09Z | - |
| date.issued | 1995 | - |
| identifier.citation | Journal of Sound and Vibration ,180 ( 3 ) 459-473 | en |
| identifier.uri | http://eprint.iitd.ac.in/dspace/handle/2074/105 | - |
| description.abstract | 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 ofered by the supports are specified in terms of stifness 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. | en |
| format.extent | 467917 bytes | - |
| format.mimetype | application/pdf | - |
| language.iso | en | - |
| subject | non-stationary random | en |
| subject | Gauss-Markov process | en |
| subject | evolutionary white noise representing | en |
| subject | investigate the relative e.ciencies | en |
| title | The Seismic Responce of a Piping System to Non-Stationary Random Ground Motion | en |
| type | Article | en |
| Appears in Collections: | Civil Engineering
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| File |
Description |
Size | Format |
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| solthe95.pdf | | 456Kb | Adobe PDF | View/Open |
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