The calculated results show that the limit values of axial compression ratio of SRC columns are generally (25-50) % higher than those of RC columns.
计算表明,钢骨混凝土柱的轴压比限值一般比钢筋混凝土柱的高(25 ~ 50)%。
The calculated results show that the limit values of axial compression ratio of SRC columns are generally (25-50) % higher than those of RC columns.
计算表明,钢骨混凝土柱的轴压比限值一般比钢筋混凝土柱的高(25 ~ 50)%。
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