抗渗强度与干容重呈双曲线函数关系。
The relation between piping resistance and dry density may be expressed by a hyperbolic function.
反双曲线函数（asinh、acosh、atanh、acoth、asech、acsch）
Inverse hyperbolic (asinh, acosh, atanh, acoth, asech, acsch)
根据实测软土基坑坑侧最大位移与时间关系资料，经统计分析建立了3种有代表性的位移与时间(挖深)的双曲线函数。
According to the data statistics of Max transformation aside of pit to time, the paper established 3 typical hyperbolic function of displacement to time (depth).
筏板下的群桩假定为相互作用的非线性弹簧，使用双曲线函数拟合载荷试验的Q-S曲线，并用它来模拟桩在荷载下的非线性响应。
The single pile load test's Q-S curves can be matched by the hyperbola function. The non-linear characteristic of the piles can be modeled by the hyperbola function.
二是采用双曲线正切函数柔化输入矢量。
Another is to intenerate the input vectors by hyperbola tangent function.
在指数模型、幂函数模型、平方根模型、双曲线模型和对数模型等回归参数模型中，只有对数模型能较真实反映高填方地基工后沉降规律。
All exponential models, power function models, root-squaring models, hyperbolic models, but logarithm models can't disclose the laws of the post - construction settlement of the high embankment.
大量试桩资料表明，桩身荷载传递函数曲线多符合双曲线模型，故有必要对基桩荷载传递性状进行非线性分析。
Many static test data indicate that, the load-transfer curves can be well fitted with hyperbola, so nonlinear analysis on behavior of load transferring along pile shaft is necessary.
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.
选用双曲线荷载传递函数分析单桩的荷载传递规律。
An hyperbolic function was proposed as a load transfer function to analyze the load transfer mechanism of a single pile.
通过分析各参数对传递函数的影响，认为桩土间的极限位移是双曲线传递函数的主要参数。
By discussing the influence of various parameters on transfer function in this model, it was considered that the limit displacement among pile-soil was a main parameter in transfer function.
通过分析各参数对传递函数的影响，认为桩土间的极限位移是双曲线传递函数的主要参数。
By discussing the influence of various parameters on transfer function in this model, it was considered that the limit displacement among pile-soil was a main parameter in transfer function.
应用推荐