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Specified analysis of beams and frames on elastic foundation

机译:弹性基础上的梁和框架分析

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Foundations for 2D and 3D frames are designed very often as continuous footings and a system of interconnected beams, respectively. A continuous footing supporting a 2D frame is shown in fig. 1. The areas of intersection between the columns and foundation are working as absolutely rigid elements like any other area of intersection between the columns and beams of the frame. These elements are usually very large since the sections of the foundation as well as the columns at the first level are also very large. Moreover, in some cases, the columns and/or the footings are enlarged in order to resist the high shear stresses in the foundation that makes the absolutely rigid elements even larger (see fig. 2). Some numerical examples performed by the author confirm that analysis of frames with continuous foundations (that takes into account the absolutely rigid elements) can significantly specify the moments and shear forces in the foundation as well as in the elements of the frame.
机译:2D和3D帧的基础通常被设计为分别作为连续踏板和互连光束系统。支撑2D框架的连续脚踏在图2中示出。 1.列与基础之间的交叉区域是绝对刚性元素,如帧的列和梁之间的任何其他交叉区域。由于基础的部分以及第一级的柱子,这些元素通常非常大。此外,在某些情况下,柱和/或基座被放大以抵抗基础中的高剪切应力,使得绝对刚性元件甚至更大(见图2)。由作者执行的一些数值示例确认了与连续基础的帧分析(考虑到绝对刚性元件)可以显着地在基础中以及框架的元素中显着地指定矩形和剪切力。

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