Load transfer between upper and lower concrete columns with variable sections under cyclic lateral loading

Ja-Hyung Koo

doi:10.1016/j.jobe.2026.115323

Load transfer between upper and lower concrete columns with variable sections under cyclic lateral loading

2026-01-16

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DOI：10.1016/j.jobe.2026.115323

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• Due to the ‘D’ region, capacity design is needed to prevent brittle failure. • Various design parameters were considered to propose design recommendations. • The test results provide evidence of an economic and safe design method. • This design method used a smaller overstrength factor. • The present study presents detailed analysis and reinforcement details.

Load transfer between upper and lower concrete columns with variable sections under cyclic lateral loading

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