Research Article
Bearing Capacity of Recycled Self-Compacting Concrete-Filled Circular Steel Tubular Long Columns Subjected to Axial Load
Figure 4
Failure modes of the RSCCFST columns under axial compression. (a) RSCS-1. (b) RSCS-2. (c) RSCS-3. (d) RSCS-4. (e) RSCS-5. (f) RSCS-6. (g) RSCS-7. (h) RSCS-8. (i) RSCS-9.
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