Study of Structure Oscillations Under One-component Kinematic Effect

M. Mirsaidov
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Abstract

6(5): CERJ.MS.ID.555698 (2018) 001 Abstract Mathematical statement, methods and algorithm to solve the problem of steady-state forced vibrations of a structure are given in the paper using spatial model with account of viscoelastic properties of material of various structures and their elements under one-component kinematic effect. The results of study of earth structure oscillations under one-component It structures under a properties of soil under the load effect slightly reduce the amplitude of oscillations, and after effect cessation these properties lead to a sharp
单分量运动效应下结构振动的研究
6 (5): CERJ.MS.ID.555698摘要在单分量运动作用下,利用空间模型,考虑各种结构及其构件材料的粘弹性特性,给出了求解结构稳态强迫振动问题的数学表述、方法和算法。研究结果表明,单组分土质结构在荷载作用下的振动幅度略有减小,而在荷载作用停止后,土质结构的振动幅度会急剧减小
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4
审稿时长
16 weeks
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