Formula to compute nonlinear deflection at the top of the column subjected to both axial and transverse bending is then derived.
然后，推导出承受纵横弯曲塔身顶部的非线性变形计算公式。
It was shown that computed bending moments along pile shaft and deflection occurred at pile top are consistent with the measured ones.
桩身弯矩和桩顶位移的计算值与实测值基本符合。
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