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直立梁的弯曲振动
引用本文:向裕民.直立梁的弯曲振动[J].四川理工学院学报(自然科学版),1996(4).
作者姓名:向裕民
作者单位:四川轻化工学院基础部
摘    要:在梁自重和结构阻尼一并考虑的情况下,建立直立梁弯曲受振模型和变系数偏微振动方程。在获得常系数齐次方程相应边界条件下的正交振型函数后,运用伽辽金法求其广义解。讨论和图示稳态响应下的幅频特性,分析系统的共振条件和参数的影响。

关 键 词:直立梁  振型函数  伽辽金法  受迫振动

BENDING OSCILLATION OF VERTICAL BEAM
Xiang Yumin.BENDING OSCILLATION OF VERTICAL BEAM[J].Journal of Sichuan University of Science & Engineering:Natural Science Editton,1996(4).
Authors:Xiang Yumin
Institution:Dept.of Basic Courses Sichuan Institute of Light Ind. & Chem. Tech. Zigong 643033
Abstract:Considering self-weight and construction damping, the bending oscillation model of vertical beam and its partial differential oscillation equation with variable coefficient are constructed.After getting the orthogonal oscil lation-modelfunction of corresponding partial differential equation with constant coefficient under the same boundary conditions, the generalized solution is achieved by employing Garlekin method.The frequency-amplitude characters in stable response are studied and illustrated.The condition of resonance and the influences of parameters are analyzed.
Keywords:vertical beam  oscillation-model-function  Garlekin method  forced oscillation  
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