山区公路路段的计算。

E. Koreneva, V. Grosman
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引用次数: 0

摘要

位于山区的高速公路路段正在调查中。所研究的部分的一侧与岩石相连。本工程为大容量柱结构。这部分被认为是由各向同性或构造正交异性材料制成的半无限悬臂板。假定这块板的厚度沿一个方向变化。本文提出了一种解析计算方法。柱对具有不同厚度的半无限悬臂板的影响被认为是集中力系统或沿短直线和矩形表面分布的力系统的作用。解以封闭形式收到。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
COMPUTATION OF THE SEGMENT OF A HIGHWAY LOCATED IN MOUNTAINS.
The segment of a highway located in mountains is under investigation. One side of the segment under study adjoins to the rock. This construction under examination is based on high-capacity columns. This segment is considered as semi-infinite cantilever plate made from isotropic or constructive-orthotropic material. It is assumed that the thickness of this plate varies in one direction. The present work suggests the analytical method of computation. An influence of columns on the semi-infinite cantilever plate with varying thickness is considered as an action of a system of concentrated forces or systems of forces distributed along short straight lines and over surfaces of rectangulars. The solutions are received in closed forms.
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