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Matlab_reaction

于 2011-04-01 发布 文件大小:320KB
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说明:  基于反应谱计算的基本原理,对于单自由度弹性体系在水平地震作用下的力平衡方程。(Calculated based on the basic principles of response spectrum for single degree of freedom elastic system under horizontal earthquake force balance equation.)

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