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Effect of falling height on impact coefficient during dynamic response of truss structure

机译:高度对桁架结构动态响应抗冲击系数的影响

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Impact coefficient is an important parameter for the dynamic response of the truss structure.An effective method to analyze impact coefficient helps the design of truss structure.A finite element model(FEM)was employed to simulate the dynamic response of a truss structure.The FEM for dynamic response was further used to research the effect of falling height on the impact coefficient.Based on the numerical results,the dynamic response of truss structure attenuates greatly.The impact coefficients are different from each other for different falling heights.The impact coefficient increases with the increasing falling height and the relationship between impact coefficient and falling height are nonlinear.
机译:冲击系数是桁架结构的动态响应的重要参数。分析冲击系数的有效方法有助于桁架结构的设计。采用有限元模型(FEM)来模拟桁架结构的动态响应。FEM对于动态响应,进一步用于研究下降高度对撞击系数的影响。基于数值结果,桁架结构的动态响应大大减弱。碰撞系数彼此不同,针对不同的下降高度彼此不同。冲击系数增加随着高度越来越低,撞击系数与高度之间的关系是非线性的。

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