Numerical modelling of ground anchorages employed in the field

A. Ivanovic*, A. Starkey, R. D. Neilson, A. A. Rodger

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

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 languageEnglish
Title of host publicationProceedings of the Eight International Conference on Civil and Structural Engineering Computing
EditorsB.H.V. Topping
Pages277-278
Number of pages2
Publication statusPublished - 1 Dec 2001
EventProceedings of the Eight International Conference on Civil and Structural Engineering Computing - Vienna, Austria
Duration: 19 Sep 200121 Sep 2001

Conference

ConferenceProceedings of the Eight International Conference on Civil and Structural Engineering Computing
CountryAustria
CityVienna
Period19/09/0121/09/01

Keywords

  • Damping
  • Dynamics
  • Eigenvalue analysis
  • Frequency response
  • Geotechnical
  • Ground anchorage
  • Numerical modelling

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