用虚拟激励法求解非比例阻尼线性体系的非平稳随机地震响应  

Use Pseudo-Excitation Method to Solve Non-Stationary Random Responses of Non-Proportional Damped Systems

作　　者：汪梦甫[1] 

机构地区：[1]湖南大学土木工程学院,湖南长沙410082

出　　处：《力学季刊》2006年第4期598-605,共8页Chinese Quarterly of Mechanics

基　　金：湖南省自然科学基金项目(02JJY2085);北京市重点实验室开放基金项目(EESR2004-4)

摘　　要：应用复振型分解方法,将非比例阻尼线性体系在地震作用下的动力方程求解问题转化为若干个广义复振子的求解与叠加问题。通过假定地震地面运动为一零均值的非平稳随机激励,应用虚拟激励法原理,推导得到了广义复振子动力坐标计算的一般公式,进而得到了非比例阻尼线性体系非平稳随机地震响应计算的一般解答。由于可以选择少量共轭复振型的影响进行计算,对于大型复杂非比例阻尼结构,其随机地震响应计算工作量可以大幅度减小。算例证实了这种方法的可靠性及可行性。In terms of the complex mode superposition method, the motion equations of general multiple degrees of freedom （MDOF） discrete system can be transferred into the combination of many complex oscillators. Assuming that the earthquake ground motion is a zero mean valued non-stationary random excitation, the higher accuracy numerical algorithm of these complex oscillators were developed in virtue of the principle of pseudo-excitation method. A delicate general solution of non-proportional damped MDOF systems subjected to an earthquake ground motion, completely in real value form, was presented. Numerical examples are given to demonstrate the validity and efficiency of the algorithm.

关 键 词：非比例阻尼线性体系 复振型分解法 广义复振子 非平稳随机地震响应 虚拟激励法 

分 类 号：TU311.3[建筑科学—结构工程]