[1]邓学钧,黄晓明.粘弹性半空间地基上板在动荷下的挠度计算[J].东南大学学报(自然科学版),1988,18(6):66-71.[doi:10.3969/j.issn.1001-0505.1988.06.009]
 Deng Xuejun Huang Xiaoming (Department of Civil Engineering).The Displacement Formulation ot Plate Based on Viscoelastic Foundation Under Moving Load[J].Journal of Southeast University (Natural Science Edition),1988,18(6):66-71.[doi:10.3969/j.issn.1001-0505.1988.06.009]
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粘弹性半空间地基上板在动荷下的挠度计算()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
18
期数:
1988年第6期
页码:
66-71
栏目:
本刊信息
出版日期:
1988-11-20

文章信息/Info

Title:
The Displacement Formulation ot Plate Based on Viscoelastic Foundation Under Moving Load
作者:
邓学钧黄晓明
南京工学院土木工程系; 南京工学院土木工程系
Author(s):
Deng Xuejun Huang Xiaoming (Department of Civil Engineering)
关键词:
粘弹性 地基 移动荷载 挠度 积分变换 路面
Keywords:
viscoelasticity foundation plate moving load displacement integral tansform pavement
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1988.06.009
摘要:
本文根据弹性理论和粘弹性理论之间的对应法则,推导了粘弹性地基上板在静荷载作用下的挠度计算公式。为使路面计算荷载模型较好地反映实际情况,本文在上述基础上又推导了粘弹性地基上板在移动荷载作用下的挠度计算公式。该公式为今后刚性路面设计由动荷载代替静荷载、粘弹性地基代替弹性地基提供了理论依据。
Abstract:
According to the correspondence principle between elastic and viscoelastic theories, the. displacement formulation of rigid pavement based on viscoelastic foundation under static load is obtained. Furthermore, to simulate the real loading condition, the displacement formulation of rigid pavement subjected to moving load is also obtained. Therefore, a new method in which the static load is replaced by moving load and the elastic foundation is replaced by viscoelastic foundation is provided.

备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2013-04-30