Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis
dc.contributor.author | Leblouba, M. | |
dc.contributor.author | Al Toubat, S. | |
dc.contributor.author | Rahman, Muhammad | |
dc.contributor.author | Mugheida, O. | |
dc.date.accessioned | 2017-11-24T05:25:02Z | |
dc.date.available | 2017-11-24T05:25:02Z | |
dc.date.created | 2017-11-24T04:48:46Z | |
dc.date.issued | 2016 | |
dc.identifier.citation | Leblouba, M. and Al Toubat, S. and Rahman, M. and Mugheida, O. 2016. Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis. Mathematical Problems in Engineering. 2016. | |
dc.identifier.uri | http://hdl.handle.net/20.500.11937/58343 | |
dc.identifier.doi | 10.1155/2016/4514152 | |
dc.description.abstract |
© 2016 Moussa Leblouba et al.Soil-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. | |
dc.publisher | Hindawi Publishing Corporation | |
dc.title | Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis | |
dc.type | Journal Article | |
dcterms.source.volume | 2016 | |
dcterms.source.issn | 1024-123X | |
dcterms.source.title | Mathematical Problems in Engineering | |
curtin.department | Curtin Malaysia | |
curtin.accessStatus | Open access via publisher |
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