The numerical results for the winkler model and the two-parametermodel are compared in details with the change of the depth of foundation. The applicability of winkler model is addressed.
The results of two practical examples prove its validity and accuracy when applied it in parameter identification of composite load model.
实际算例的结果证实了该算法对综合负荷模型参数辨识的有效性和准确性。
3
It is shown that the damping value established from three parametermodel is smaller than that of twoparametermodel or elastic semi-infinite body theory.