Experimental Study of Steel-Concrete Composite Columns

1. Introduction

Ensuring durability and quality in river training works depends on a proper treatment of steel-concrete composite columns. The methodology coupled genetic algorithm with statistical analysis to quantify the associated uncertainty. The optimised configuration outperformed the conventional design by roughly 52% in the experiments. The demonstrated performance gains clearly justify the additional effort required for practical implementation.

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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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