Response variability for a structure wit
β
S. Jin; L.D. Lutes; S. Sarkani
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Article
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2000
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Elsevier Science
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English
β 317 KB
A non-classical modal analysis based formulation is used to quantify the effect of uncertain soil-foundation properties on structural response in seismically excited soil-structure interacting (SSI) systems. This formulation allows the response of the interacting system to be represented as a superp