A formula to calculate the tensile rigidity of a HSCAS is derived, and the formula is in good agreement with the experimental data.
还提出了高强混凝土环形截面轴心拉杆抗拉刚度计算公式,理论与试验数据吻合较好。
A formula to calculate the tensile rigidity of a HSCAS is derived, and the formula is in good agreement with the experimental data.
还提出了高强混凝土环形截面轴心拉杆抗拉刚度计算公式,理论与试验数据吻合较好。
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