An improved method for structural damage identification based on residual force vector is presented.

提出了一种改进的残余力向量法用于工程结构损伤识别。

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Based on the directly analytical method for structural damage identification, the nonlinear analytical method was presented.

本文在直接解析法的基础上，进一步提出结构损伤识别的非线性解析法。

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For structural damage identification, it was described that the multi-scale dynamic equation can support more information of structural parameter variety than normal single dynamic equation.

面向结构损伤识别，描述了多尺度动力方程能获得更丰富的结构参数变化信息。

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For structural damage identification, it was described that the multi-scale dynamic equation can support more information of structural parameter variety than normal single dynamic equation.

面向结构损伤识别，描述了多尺度动力方程能获得更丰富的结构参数变化信息。

youdao