[1]黄晓明,邓学钧.文克勒地基上板在动荷下的挠度计算方法[J].东南大学学报(自然科学版),1989,19(6):55-60.[doi:10.3969/j.issn.1001-0505.1989.06.008] 　Huang Xiaoming Deng Xuejun(Research Institute of Transportation Engineering).Calculation Method of Plate on Winkler Foundation Under Transient Load[J].Journal of Southeast University (Natural Science Edition),1989,19(6):55-60.[doi:10.3969/j.issn.1001-0505.1989.06.008] 点击复制 文克勒地基上板在动荷下的挠度计算方法() 分享到： var jiathis_config = { data_track_clickback: true };

19

1989年第6期

55-60

1989-11-20

文章信息/Info

Title:
Calculation Method of Plate on Winkler Foundation Under Transient Load

Author(s):
Huang Xiaoming Deng Xuejun(Research Institute of Transportation Engineering)

Keywords:

+
DOI:
10.3969/j.issn.1001-0505.1989.06.008

Abstract:
In this paper, the longitudinal dynamic equation of plate on Winkler foundation is derived with thin plate assumption and Winkler foundation model. The displacement formula of plate under any symmetric load is derived, in which the Hankel-Laplace transformation is used. In order to analyze the test results obtained by using Failing Weight Deflectometer(FWD), the semi-sine load of FWD is assumed in this paper and the theoretical solution under this load is got. It is important to the analysis of dynamic response of pavement.

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