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Analysis on Dynamic Response of Building Structure in Blasting Vibration

机译:爆破振动建筑结构动态响应分析

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Based on the characteristics of blasting vibration wave and the design response spectrum, this paper puts forward an analytical method on dynamic response of building structure in blasting vibration. Example analysis shows that this analysis method is more reliable and scientific compared with the analytical method which takes the single physical vibration parameter as the criterion to assess the damage in blasting vibration;;the blasting vibration load is determined by the first vibration mode, and the influence of higer level vibration mode can be ignored. The interlaminar shearing force distribution carries the feature that the shearing force on the top of the building structure is smaller than that on the bottom. Therefore, in blasting vibration, the bottom of a building structure is easier to be damaged.
机译:基于爆破振动波和设计响应谱的特点,本文提出了一种分析方法对爆破振动建筑结构的动态响应。示例性分析表明,该分析方法与将单个物理振动参数的分析方法相比更可靠,科学相比,作为评估爆破振动的损坏的标准;;爆破振动负荷由第一振动模式确定, Higer水平振动模式的影响可以忽略。 InterlaMinar剪切力分布承载构建结构顶部的剪切力小于底部的特征。因此,在爆破振动中,建筑结构的底部更容易损坏。

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