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xuanbiliang

于 2020-12-21 发布 文件大小:2KB
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  采用模态叠加法和Newmark方法求解悬臂梁的响应,可以直接运行,经验证程序正确(Modal superposition method and Newmark method for solving cantilever response, and can directly run the program properly validated)

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xuanbiliang.m,3440,2014-06-21

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