利用单元模态应变能法的地下杠架结构损伤诊断
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    摘要:

    基于地下框架结构损伤前后动力特性的分析,证明了模态应变能变化对单元损伤的敏 感性。选择单元模态应变能变化率作为人防结构损伤诊断的标识量,证明了多位置损伤状态 下产生的单元模态应变能变化率是单位置损伤状态的叠加,并提出了应用组合优化求解结构 多位置损伤诊断的方法。以一典型的人防工程为算例,通过对其在不同损伤情况下计算结果 的分析和讨论,说明所提出方法是有效可行的,它不仅可以准确完成人防结构的损伤诊断,并 且简化了损伤诊断过程。

    Abstract:

    Abstract Underground frame structure is an important structure form of civil air defense engineering, and its damage diagnosis is an important link in safety evaluation of civil air defense engineering. Based on the analysis of the dynamic properties of underground frame structure before and after damage, it was proved that modal strain energy was sensitive to damage of element. Therefore, the variation rate of element modal strain energy was taken as the signature for damage detection, and it was proved that the variation of element modal strain energy caused by multiple damage state was transformed into superposition of single damage state. The combined optimization method was proposed to resolve damage detection of multiple damages of civil air defense structure. A typical civil air defense engineering was studied as an example. Calculation results under different damage situation are analyzed and discussed. It is revealed that the proposed method is effective, and it not only can identify the damages in structure with high precision, but also can simply the process of damage diagnosis.

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  • 收稿日期:2009-06-23
  • 最后修改日期:2009-09-23
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