用双曲线模型拟合了摩阻力与相对位移之间的关系。
The relationship between shaft resistance and relative displacement is fitted with a hyperbolic model.
桩侧传递函数采用双曲线模型，以桩身轴力为迭代变量，进行迭代计算。
The hyperbola model was taken as the load transfer function and the axial pile force was taken as iteration variable for compute iteratively.
现有三类不同的临界速度模型，包括双参数双曲线模型、三参数双曲线模型或三参数指数模型。
There are three different CV models that including the two-parameter hyperbolic model, the three-parameter hyperbolic model and the three-parameter exponential model.
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