Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis
© 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 sm...
| Main Authors: | , , , |
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| Format: | Journal Article |
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Hindawi Publishing Corporation
2016
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| Online Access: | http://hdl.handle.net/20.500.11937/58343 |
| _version_ | 1848760236231360512 |
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| author | Leblouba, M. Al Toubat, S. Rahman, Muhammad Mugheida, O. |
| author_facet | Leblouba, M. Al Toubat, S. Rahman, Muhammad Mugheida, O. |
| author_sort | Leblouba, M. |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | © 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. |
| first_indexed | 2025-11-14T10:12:34Z |
| format | Journal Article |
| id | curtin-20.500.11937-58343 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T10:12:34Z |
| publishDate | 2016 |
| publisher | Hindawi Publishing Corporation |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-583432017-11-24T05:46:56Z Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis Leblouba, M. Al Toubat, S. Rahman, Muhammad Mugheida, O. © 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. 2016 Journal Article http://hdl.handle.net/20.500.11937/58343 10.1155/2016/4514152 Hindawi Publishing Corporation unknown |
| spellingShingle | Leblouba, M. Al Toubat, S. Rahman, Muhammad Mugheida, O. Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis |
| title | Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis |
| title_full | Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis |
| title_fullStr | Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis |
| title_full_unstemmed | Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis |
| title_short | Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis |
| title_sort | practical soil-shallow foundation model for nonlinear structural analysis |
| url | http://hdl.handle.net/20.500.11937/58343 |