HIGHLIGHTS
SUMMARY
In this work, the "new RCS beam-to-column joint"15 was applied to the beam-to-column connection, and a half-scale prefabricated RCS space frame structure (1 × 2-bay, 2-story) was manufactured as the experimental model. To explore the collapse ultimate load, the experimental model was subjected to the column instantaneous failure twice under various levels of loads. In this work, the collapse ultimate load value of the fabricated RCS composite frame structure was verified and was found to be 10.25 times the structure design load value. The experimental methods . . .
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