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- W1505668429 abstract "Most of the civil structure - bridges, offshore structures, plant, etc. - have been designed by the classical approaches which deal with all the design parameters as deterministic variables. However, some more advanced techniques are required to evaluate the inherent randomness and uncertainty of each design variable. In this research, a seismic safety assessment algorithm based on the structural reliability analysis has been formulated and computerized for more reasonable seismic design of turbine-generator foundations. The formulation takes the design parameters of the system and loading properties as random variables. Using the proposed method, various kinds of parametric studies have been performed and probabilistic characteristics of the resulted structural responses have been evaluated. Afterwards, the probabilistic safety of the system has been quantitatively evaluated and finally presented as the reliability indexes and failure probabilities. The proposed procedure is expected to be used as a fundamental tool to improve the existing design techniques of turbine-generator foundations." @default.
- W1505668429 created "2016-06-24" @default.
- W1505668429 date "2008-04-30" @default.
- W1505668429 modified "2023-09-24" @default.
- W1505668429 title "Seismic Safety Assessment of the Turbine-Generator Foundation using Probabilistic Structural Reliability Analysis" @default.
- W1505668429 cites W1989648449 @default.
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- W1505668429 doi "https://doi.org/10.5000/eesk.2008.12.2.033" @default.
- W1505668429 hasPublicationYear "2008" @default.
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