Abstract
The influence of load on the frequency response of ground anchorages installed in the field was studied using the lumped parameter model. The initial lumped parameter was developed in order to investigate how each part of the anchorage system may respond dynamically in potential failure of a ground anchorage. The damped natural frequencies were calculated using the stiffness, damping and mass matrices. Results showed the increasing trend of fundamental frequency with increasing load level.
| Original language | English |
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| Title of host publication | Proceedings of the Eight International Conference on Civil and Structural Engineering Computing |
| Editors | B.H.V. Topping |
| Pages | 277-278 |
| Number of pages | 2 |
| Publication status | Published - 1 Dec 2001 |
| Event | Proceedings of the Eight International Conference on Civil and Structural Engineering Computing - Vienna, Austria Duration: 19 Sept 2001 → 21 Sept 2001 |
Conference
| Conference | Proceedings of the Eight International Conference on Civil and Structural Engineering Computing |
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| Country/Territory | Austria |
| City | Vienna |
| Period | 19/09/01 → 21/09/01 |
Keywords
- Damping
- Dynamics
- Eigenvalue analysis
- Frequency response
- Geotechnical
- Ground anchorage
- Numerical modelling