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- W1973997611 abstract "A traditional base shake analysis procedure in which the responses from a larger model are used to excite the interface, base shake, of a cut portion of the structure is examined in detail. This solution procedure will result in significantly different responses from the cut structure portion then from the complete structure even if the cut structure section is identical to the respective portion of the complete structure. The cause of the differences is found to be the assumptions on the damping. A mathematically consistent base shake procedure is developed that yields the same results exactly as the complete model. The mathematical developments are verified with a simple ten element beam model." @default.
- W1973997611 created "2016-06-24" @default.
- W1973997611 creator A5073603479 @default.
- W1973997611 date "1993-04-19" @default.
- W1973997611 modified "2023-10-14" @default.
- W1973997611 title "WHY BASE SHAKE OF A CUT STRUCTURE DOESN'T WORK" @default.
- W1973997611 cites W1580625875 @default.
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- W1973997611 doi "https://doi.org/10.2514/6.1993-1556" @default.
- W1973997611 hasPublicationYear "1993" @default.
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