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提出了计算柱非线性变形的新方法 ,同时考虑了混凝土徐变收缩和荷载的影响 ,引用了作者导出的一组数解徐变收缩的公式 ,并与试验比较 ,结果令人满意 .
A new method to calculate the nonlinear deformation of the column is proposed. Considering the influence of creep shrinkage and load of concrete, a set of coseismic shrinkage formulas derived from the author are cited and compared with the experimental results. The results are satisfactory.