Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/3576
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dc.contributor.authorjayadas K, Anjali-
dc.contributor.authorSasmal, Suvendu Kumar-
dc.contributor.authorBehera, Rabi Narayana-
dc.date.accessioned2021-08-04T05:31:33Z-
dc.date.available2021-08-04T05:31:33Z-
dc.date.issued2021-04-
dc.identifier.citation2nd INDSA 2021;JU, Kolkata & SCRS, 10-11th April 2021en_US
dc.identifier.urihttp://hdl.handle.net/2080/3576-
dc.descriptionCopy Right of the document is with the conference publisheren_US
dc.description.abstractThe use of computational intelligence techniques is becoming popular across several disciplines. One of the key criteria for examining an existing algorithm is to apply it on different data sets. This paper is an application oriented work that uses a computational intelligence technique to analyze an important civil engineering problem which evaluates the suitability of neural network in estimating the ultimate load of shell foundations. In addition, to understand the relative importance of input parameters, sensitivity analysis using various methods are presented. Neural interpretation diagrams are drawn to know the relation between inputs and the output. An empirical equation developed using the connection weight and biases of the trained ANN model with reasonable accuracy.en_US
dc.subjectShell foundation;en_US
dc.subjectSensitivity analysisen_US
dc.subjectEmpirical equation;en_US
dc.subjectArtificial Neural Network;en_US
dc.titleEstimating Ultimate Load Carrying Capacity of Shell Foundation: Neural Network model and Sensitivity Analysisen_US
Appears in Collections:Conference Papers

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