S-Space: Seoul National University
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Effect of cross-section and stirrup configuration on the torsional performance of geopolymer concrete columns under compression
To clarify the compression-torsion behavior of slag-based geopolymer concrete (GPC) columns with different cross-sections and stirrup details, quasi-static tests and finite element analyses were conducted on nine solid and three hollow-section columns. The test parameters were axial compression rati
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