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求解一般粘性阻尼多自由度系统瞬态响应的原坐标分析法及程序设计
引用本文:黄培文,张怀亮.求解一般粘性阻尼多自由度系统瞬态响应的原坐标分析法及程序设计[J].武汉科技大学学报(自然科学版),1991(1).
作者姓名:黄培文  张怀亮
作者单位:武汉钢铁学院,中南工业大学
摘    要:本文应用复模态理论和线性系统振型迭加原理,采用原坐标分析法,建立了一般粘性阻尼多自由度系统对任意激振力的瞬态响应的新的数学模型,并编制了相应的计算机程序。本文所建立的方法和程序,既可以用来求解系统的位移瞬态响应,又能用来直接求解系统的弹性力(或弹性力矩)的瞬态响应。该程序已用于工程实际计算,得到满意的结果。

关 键 词:一般粘性阻尼多自由度系统  瞬态响应  原坐标分析法  计算机程序

PROGRAM AND PRIMITIVE COORDINATE ANALYSIS OF GENERALIZED MULTI-DOF VISCOUS DAMPER SYSTEM FOR FINDING INSTANTANEOUS RESPONSE
Huang Peiwen Zhang Huailiang.PROGRAM AND PRIMITIVE COORDINATE ANALYSIS OF GENERALIZED MULTI-DOF VISCOUS DAMPER SYSTEM FOR FINDING INSTANTANEOUS RESPONSE[J].Journal of Wuhan University of Science and Technology(Natural Science Edition),1991(1).
Authors:Huang Peiwen Zhang Huailiang
Institution:Huang Peiwen Zhang Huailiang
Abstract:Based on the theory of complex modality and the superimposition principle of linear vibratioonal patterns,and in the approach of primitive coordinate analysis,a new model for finding instantaneous response of generalized multi-DOF viscous damper system acted on by an arbitrary exciting force is established; the corresponding computer program is compiled. The proposed approach and program can be used to find directly the instantaneous elastic force (or elastic force moment) response in the system. The program has found satisfactory application to actual calculations in engineering problems.
Keywords:generalized viscous damper system (multi-DOF)  instantaneous response  primitive coordinate analysis  computer program
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