ESTIMATION OF DYNAMIC RESPONSES ON CONTOURS OF SEVERAL ROUND CUTS AT THIN PLATE VIBRATIONS
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Title ESTIMATION OF DYNAMIC RESPONSES ON CONTOURS OF SEVERAL ROUND CUTS AT THIN PLATE VIBRATIONS
Creator ALEKSEY KOLESNIKOV, VLADIMIR POPOV
Contributor -
Publisher ISEC PRESS
Publication Year 2560
Keyword Pile foundation, Characteristics of foundation vibrations, Wave model, Mutual influence of piles
Abstract According to most theoretical and experimental researches, wave models quite fully and accurately describe the process of foundation vibration in the soil ground. Thus, the solutions obtained for the vibration of an infinite plate with a circular cut are successfully used today to determine the amplitude-frequency characteristics of the pile foundations; however, the results of the cases with more than one cut are practically needed. In this paper, analytical expressions are found for dynamic stiffness within the wave model framework regarding the vertical vibrations of an infinitely thin plate with circular cuts, their mutual alignment being regarded. Determined expressions take into account the distance between piles located in a row or in a group. Obtained results can be used for the calculations of the amplitude-frequency characteristics of pile foundations.
ISBN 978-0-9960437-4-8
International Struct Eng and Constructn Society

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