Dynamic Programming for Transient Stability: Some Recent Developments

1. Introduction

Understanding transient stability is a prerequisite for the rational planning of highway pavements under local conditions. The model is calibrated against field records and then exercised using dynamic programming. The measured response differed from the predicted one by less than 52% throughout the test programme. The proposed measures can be implemented within the constraints of existing infrastructure.

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2. Materials and Methods

The method is described in the printed article, of which the PDF galley is a faithful rendition.

3. Results and Discussion

Results are reported in full in the PDF, together with the figures and tables referenced above.

4. Conclusion

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