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dc.contributor.authorMoussa Leblouba
dc.contributor.authorSalah Al Toubat
dc.contributor.authorMuhammad Ekhlasur Rahman
dc.contributor.authorOmer Mugheida
dc.date.accessioned2018-04-04T11:43:38Z
dc.date.available2018-04-04T11:43:38Z
dc.date.issued2016-06-15
dc.identifier.urihttps://dspace.adu.ac.ae/handle/1/1024
dc.descriptionLeblouba, M., Al Toubat, S., Ekhlasur Rahman, M., & Mugheida, O. (2016). Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis. Mathematical Problems in Engineering, 2016.en_US
dc.description.abstractSoil-shallow foundation interaction models that are incorporated into most structural analysis programs generally lack accuracy and efficiency or neglect some aspects of foundation behavior. For instance, soil-shallow foundation systems have been observed to show both small and large loops under increasing amplitude load reversals. This paper presents a practical macroelement model for soil-shallow foundation system and its stability under simultaneous horizontal and vertical loads. The model comprises three spring elements: nonlinear horizontal, nonlinear rotational, and linear vertical springs. The proposed macroelement model was verified using experimental test results from large-scale model foundations subjected to small and large cyclic loading cases.en_US
dc.language.isoen_USen_US
dc.subjectSoilen_US
dc.subjectEngineeringen_US
dc.titlePractical Soil-Shallow Foundation Model for Nonlinear Structural Analysisen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1155/2016/4514152


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