福州大学学报（自然科学版）2017，Vol.45Issue(4)：481-485,5.DOI:10.7631/issn.1000-2243.2017.04.0481
平稳随机过程激励下模糊随机梁的动力响应分析
Dynamic analysis of fuzzy-random beam under stationary stochastic excitation
摘要
Abstract
The fuzzy-random correlation function matrix of structural displacement response in time domain as well as the fuzzy-random mean square values of structural dynamic response in frequency domain are derived in this paper with the structural physical parameters and geometric dimensions for the beam are fuzzy-random.So the fuzzy numerical characteristics of dynamic responses are then addressed based on the theory.The validity of the method presented is verified and illustrated via an engineering example,and results display that the uncertainty of structural parameters should not be neglected during the analysis of the structural dynamic response.关键词
二因子法/模糊随机梁/平稳随机激励/模糊随机动力响应/模糊数字特征值Key words
two-factor method/fuzzy-random beam/stationary stochastic excitation/fuzzy-random dynamic response/fuzzy numerical characteristics分类
数理科学引用本文复制引用
王云飞,马娟,陈建军..平稳随机过程激励下模糊随机梁的动力响应分析[J].福州大学学报（自然科学版）,2017,45(4):481-485,5.基金项目
国家自然科学基金资助项目(11572233) （11572233）
国家自然科学青年基金资助项目(11102143) （11102143）
