Abstract
A precast composite column system has been developed in this study by utilizing multi interlocking spiral steel into a centrifugally-formed hollow-core precast (CHPC) column. The proposed hybrid column system can have enhanced performances in the composite interaction behavior between the hollowed precast column and cast-in-place (CIP) core-filled concrete, the lap splice performance of bundled bars, and the confining effect of concrete. In the experimental program, reversed cyclic loading tests were conducted on a conventional reinforced concrete (RC) column fabricated monolithically, two CHPC columns filled with CIP concrete, and two steelreinforced concrete (SRC) columns. It was confirmed that the interlocking spirals was very effective to enhance the structural performance of the CHPC column, and all the hollow-core precast column specimens tested in this study showed good seismic performances comparable to the monolithic control specimen.
| Original language | English |
|---|---|
| Pages (from-to) | 1259-1274 |
| Number of pages | 16 |
| Journal | Steel and Composite Structures |
| Volume | 20 |
| Issue number | 6 |
| DOIs | |
| State | Published - 30 Apr 2016 |
Keywords
- Composite
- Hollow column
- Interlocking spiral
- Precast concrete
- Seismic behavior
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