Stability bearing capacity of concrete filled steel tubular columns subjected to long-term load.

Sci Rep · 2023 · PMC10300033 · PMID 37369723

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Figure 13 shows that, with the increase in load-holding eccentricity ratio ( e / r ), the creep influence coefficient ( k cr ) exhibited an increasing trend; that is, the influence of the long-term load on stability bearing capacity reduced.

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