Re-examination of peak stress and scaled distance due to ground shock
Ground motions associated with the passage of blast transients are important in two respects. Firstly, they develop as a result of the dynamic pressure pulse and are integrally related to the strains suffered by the soils. Secondly, ground motions subject nearby structures, buried or aboveground, to...
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Veröffentlicht in: | International journal of impact engineering 2007-09, Vol.34 (9), p.1487-1499 |
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Sprache: | eng |
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