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Research on Two-step Damage Detection Method for Complex Gird Truss Structure under Wind Load

机译:风荷载作用下复杂桁架结构的两步损伤检测方法研究

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Considering characteristics of gird truss structure, the suitable two-step damage detection method for these structures is proposed in the paper. The acceleration power spectral density sensibility of structural nodes is obtained by analyzing their acceleration power spectral density value caused every damaged structural bar. According to sensibility value, the range of influence of damaged structural bar is determined, then structural sub regions are divided and accelerators are distributed. The first step damage detection methods is identifying damaged bar occurrence region, it is extracting damage index to identify the damage occurrence region based on changes of acceleration response power spectral density of structure damaged after and before. The second step damage detection methods is located damaged bar in the region, it is completed by finding the damaged bar based on the theory of dissipation ratio of modal strain energy damage detection method. At last, taking the gird truss structure as numerical example, it shows the method has the capability to detect the damage of complex gird truss structures successfully.
机译:考虑到GiRd桁架结构的特性,在纸上提出了这些结构的合适的两步损伤检测方法。通过分析每个损坏的结构杆的加速功率谱密度值来获得结构节点的加速功率谱密度灵感。根据敏感值,确定损坏的结构杆的影响范围,然后分配结构子区域,分布加速器。第一步损伤检测方法是识别损坏的杆发生区域,它是提取损伤指数,以基于在和之前和之前损坏的结构的加速度响应功率谱密度的变化来识别损坏发生区域。第二步损伤检测方法位于该区域中的损坏杆,通过基于模态应变能量损伤检测方法的耗散比理论,通过找到损坏的棒来完成。最后,将GIRD桁架结构作为数值示例,它显示了该方法具有检测复杂纹理结构的损坏成功。

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