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Volltext (mediaTUM).pdf

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Preview of Volltext (mediaTUM)
🔗 Source: mediatum.ub.tum.de
📊 Size: 3.33 MB
👤 Author: ga47qib
⬇️ Downloads: 93

Summary

The 2nd International Conference on Natural Hazards & Infrastructure presented a study on modelling seismic soil-structure interaction for wind turbines using simple physical models. The study proposed a semi-analytical model for estimating the soil-structure interaction response of wind turbines in the frequency domain, which includes the effects of elastic soil on the dynamic response. The model consists of a truncated cone model for the soil and a 1-D Euler-Bernoulli beam model for the wind turbine tower. The study validated the model through benchmark problems and demonstrated its use in analyzing the influence of soil stiffness, soil layering, foundation embedment, and seismic input on the seismic response of wind turbines.

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Description

The 2nd International Conference on Natural Hazards & Infrastructure presented a study on modelling seismic soil-structure interaction for wind turbines using...

Technical Information

  • File Format: PDF
  • File Size: 3.33 MB
  • Pages: 12
  • Language: EN
  • Author: ga47qib
  • Total Downloads: 93
  • Last Updated: 1 week ago

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