| 移动荷载下粘弹地基上刚性道面板弯沉求解 |
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| 引用本文： | 侯卫. 移动荷载下粘弹地基上刚性道面板弯沉求解[J]. 路基工程, 2010, 0(3): 62-64 |
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| 作者姓名： | 侯卫 |
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| 作者单位： | 西安工业大学建筑工程系,西安710032 |
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| 基金项目： | 西安工业大学校长基金 |
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| 摘 要： | 文中以一种更符合机场刚性道面实际情况的力学计算模型——移动荷载作用下粘弹性地基上无限大弹性薄板系统来研究道面弯沉的求解。应用线性系统的叠加原理和坐标变换，建立求解系统的动力响应广义积分公式，把运动荷载问题转化为获取位移脉冲响应函数。利用拉普拉斯和汉克尔变换求板在瞬时点源荷载作用下的解，再结合广义积分得到道面板在移动荷载作用下的弯沉解析解。
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| 关 键 词： | 粘弹地基 移动荷载 拉普拉斯积分变换 弹性道面板 |
| 收稿时间： | 2019-11-06 |
Solutions of Rigid Slab Deflection in Viscoelastic Foundation under Moving Load |
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| HOU Wei. Solutions of Rigid Slab Deflection in Viscoelastic Foundation under Moving Load[J]. , 2010, 0(3): 62-64 |
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| Authors: | HOU Wei |
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| Affiliation: | HOU Wei (School of Architecture Engineering,Xi,an University of Technology,Xi,an 710032,China) |
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| Abstract: | This paper studies the solution for pavement deflection with a mechanical calculation model more conforming to the practical situation of airport rigid pavement,i.e.infinite elastic thin slab system in viscoelastic foundation under moving load.It establishes improper integral formula of system dynamic response with superposition principle and coordinate conversion of linear system,which transforms moving load problem to displacement pulse response function.It seeks for the solution of slab under instantaneous point load with Laplace and Hankel transform,and then combined with improper integral to obtain the solution of slab deflection under moving load. |
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| Keywords: | viscoelastic foundation moving load Laplace integral conversion elastic slab |
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