A Mathematically Developed Dynamic Model for Laterally Loaded Piles
Baranov-Novak model is reassessed for its application in pile dynamic problems. Argument is made on the physical meaning of real and imaginary parts of the mathematical solution. Frequency dependent stiffness and damping are investigated. Contribution of the soil inertia in pile lateral vibration is...
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| Other Authors: | |
| Format: | Conference Paper |
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Pile 2013 International Conference Undertaken by IRSM
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/38256 |
| _version_ | 1848755271068811264 |
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| author | Bahrami, Amir Nikraz, Hamid |
| author2 | Pile 2013 International Conference Undertaken by IRSM |
| author_facet | Pile 2013 International Conference Undertaken by IRSM Bahrami, Amir Nikraz, Hamid |
| author_sort | Bahrami, Amir |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | Baranov-Novak model is reassessed for its application in pile dynamic problems. Argument is made on the physical meaning of real and imaginary parts of the mathematical solution. Frequency dependent stiffness and damping are investigated. Contribution of the soil inertia in pile lateral vibration is interpreted as a distributed mass over the length of the pile. A simple dynamic model for the soil-pile-structure interaction is proposed as a generalized beam on Winkler foundation including lateral springs, dampers and masses. |
| first_indexed | 2025-11-14T08:53:39Z |
| format | Conference Paper |
| id | curtin-20.500.11937-38256 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T08:53:39Z |
| publishDate | 2013 |
| publisher | Pile 2013 International Conference Undertaken by IRSM |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-382562017-01-30T14:16:06Z A Mathematically Developed Dynamic Model for Laterally Loaded Piles Bahrami, Amir Nikraz, Hamid Pile 2013 International Conference Undertaken by IRSM pile dynamic damping pile dynamic pile dynamic stiffness pile impedance Baranov-Novak model is reassessed for its application in pile dynamic problems. Argument is made on the physical meaning of real and imaginary parts of the mathematical solution. Frequency dependent stiffness and damping are investigated. Contribution of the soil inertia in pile lateral vibration is interpreted as a distributed mass over the length of the pile. A simple dynamic model for the soil-pile-structure interaction is proposed as a generalized beam on Winkler foundation including lateral springs, dampers and masses. 2013 Conference Paper http://hdl.handle.net/20.500.11937/38256 Pile 2013 International Conference Undertaken by IRSM restricted |
| spellingShingle | pile dynamic damping pile dynamic pile dynamic stiffness pile impedance Bahrami, Amir Nikraz, Hamid A Mathematically Developed Dynamic Model for Laterally Loaded Piles |
| title | A Mathematically Developed Dynamic Model for Laterally Loaded Piles |
| title_full | A Mathematically Developed Dynamic Model for Laterally Loaded Piles |
| title_fullStr | A Mathematically Developed Dynamic Model for Laterally Loaded Piles |
| title_full_unstemmed | A Mathematically Developed Dynamic Model for Laterally Loaded Piles |
| title_short | A Mathematically Developed Dynamic Model for Laterally Loaded Piles |
| title_sort | mathematically developed dynamic model for laterally loaded piles |
| topic | pile dynamic damping pile dynamic pile dynamic stiffness pile impedance |
| url | http://hdl.handle.net/20.500.11937/38256 |