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New techniques in analysis of dynamic parameters of rail fastening

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For evaluation of response signals obtained by rail fastening analysis a new method using time and frequency related transformations has been developed. In the paper the laboratory measurements and dynamic parameter analyses of a flexible fastening of the Vossloh SKL14 type have been described. The method can also be used for designing new rail fastening systems and their parts.
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Document Type: Research Article

Publication date: 2004-10-01

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