基于直接模态摄动法的无阻尼线性随机结构的随机振动研究(II)
Study on Random Vibration of Un damping Linear Random Structure Based on Direct Modal Perturbation Method (II)
投稿时间:2008-04-03  
中文关键词:直接模态摄动法  数论选点  复合随机振动系统
英文关键词:direct modal perturbation  selecting point by number theoretic method  compound random vibration system
基金项目:国家自然科学基金重点项目(50538050);本项目为河北省教育厅科学计划资助项目。
作者单位
白建方 石家庄铁道学院 土木工程分院 
楼梦麟 同济大学 土木工程防灾国家重点实验室 
摘要点击次数: 852
全文下载次数: 4
中文摘要:
      提出了基于数论选点的直接模态摄动法,用以求解无阻尼线性随机结构的随机动力反应。以数论选点的直接模态摄动法为基础,求出随机样本的特征值和特征向量,然后利用模态叠加法,求解样本结构在样本荷载作用下的动力反应,把所有的样本反应统计分析,即求得结构的随机反应。由于在计算过程中,没有将随机反应分解为均值部分和摄动部分,因此,采用直接模态摄动法求无阻尼复合随机振动系统的反应不存在久期项问题。算例分析表明,复合随机振动系统的随机反应均值比均值荷载作用下均值结构的确定性反应要小。
英文摘要:
      The direct modal perturbation based on selecting point by number theoretic method is proposed to find the random response of un damping linear random structures. Firstly, the direct modal perturbation based on selecting point by number theoretic method is used to find the random modes of random structures. Then, the dynamic response of the sampling structures under the sampling loads is studied with mode superposition method. Finally, the random response is found by statistic method. In calculation of the random response of un damping linear compound random vibration system, the secular term is avoided because the random response is divided into mean part and perturbation part. The results of calculation examples show that the mean values of the random response of compound random vibration system is less than the response of mean structures under mean loads.
白建方,楼梦麟.基于直接模态摄动法的无阻尼线性随机结构的随机振动研究(II)[J].石家庄铁道大学学报:自然科学版,2009,(1):1-4.
查看全文  查看/发表评论  下载PDF阅读器
关闭