Reinforced Concrete Slabs using Wind Tunnel Testing

1. Introduction

The present investigation addresses the persistent difficulty of predicting reinforced concrete slabs in pulp and paper mills. The specimens are subjected to cyclic loading and the response recorded automatically. The predicted and measured responses differ by no more than 7% throughout the test range. The findings reinforce the need for regular inspection and maintenance in service.

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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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