【摘要】 研究了模糊随机参数桁架结构在模糊随机荷载激励下的复合模糊随机振动动力响应的问题。同时考虑结构的物理参数、几何尺寸和外载荷幅值的模糊随机性,从Duham e l积分式出发,利用振型迭加法求出了结构动力响应模糊随机变量的表达式;再由随机函数的矩法推导出结构模糊随机动力响应的模糊数字特征。最后,通过算例考察了结构参数和作用荷载的模糊随机性对结构动力响应的影响,并用M on te C arlo数值法对算例进行模拟,验证了文中模型和分析方法是可行有效的。更多还原

【Abstract】 The dynamic response analysis of the composite fuzzy random vibration for a truss,which possesses with fuzzy random parameters ordis under the excitation of fuzzy random loads is studied.Considering the fuzzy-randomness of structural physical parameters,geometric dimensions and the amplitude of the load simultaneously,from the Duhamel integral,structural dynamic responses are derived by the mode superposition method.Then,the fuzzy numerical characteristics of fuzzy random dynamic responses are derived by using the moment function method for random variables.Finally,the influences of fuzzy randomness of the structural parameters and the load on the dynamic response are examined through an example.The rationality and validity of the modeling and approach presented in this paper are illustrated by applying Monte Carlo method to the simulation of the example.更多还原