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使用振型叠加法以及模态截断法分别求解物体振动位移（附详细说明报告）-Using the mode superposition method and the modal truncation method were used to solve the vibration displacement of the object (with detailed reporting)
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利用模态叠加法计算结构动力响应,通过结构的的刚度矩阵，阻尼矩阵以及质量矩阵进行进行求解。-The use of mode superposition method to calculate structural dynamic response, through the structure of the stiffness matrix, damping matrix and mass matrix to solve it.
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产生N自由度结构任意荷载作用下的响应，使用模态叠加技术-Program to generate the response of an N-DOF structure to any arbitrary applied loading using the MODE SUPERPOSITION METHOD
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振型叠加法求固有频率和振型，适用于任意阶-mode superposition method
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梁单元分析，采用matlab编程，采用三维梁单元和模态叠加法实现振动分析(Beam element analysis, using MATLAB programming, using three-dimensional beam element and mode superposition method to realize vibration analysis)
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采用振型分解法，Newmark-beta法，振型叠加法，对车桥系统进行动力分析(The vibration mode decomposition method, Newmark beta method and mode superposition method are used for dynamic analysis of vehicle bridge system)
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