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结构安全性评定及加固既有网壳结构显著构件损伤识别方法

吴俊

吴俊. 结构安全性评定及加固既有网壳结构显著构件损伤识别方法[J]. 工业建筑, 2023, 53(5): 187-195. doi: 10.13204/j.gyjzG23012910
引用本文: 吴俊. 结构安全性评定及加固既有网壳结构显著构件损伤识别方法[J]. 工业建筑, 2023, 53(5): 187-195. doi: 10.13204/j.gyjzG23012910
WU Jun. Damage Identification Method for Significant Members of Existing Latticed Shells[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 187-195. doi: 10.13204/j.gyjzG23012910
Citation: WU Jun. Damage Identification Method for Significant Members of Existing Latticed Shells[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 187-195. doi: 10.13204/j.gyjzG23012910

结构安全性评定及加固既有网壳结构显著构件损伤识别方法

doi: 10.13204/j.gyjzG23012910
基金项目: 

作 者:吴俊,男,1993年出生,工程师。 电子信箱: jayfore@163.com

详细信息
    作者简介:

    吴俊,男,1993年出生,工程师。电子信箱:jayfore@163.com

Damage Identification Method for Significant Members of Existing Latticed Shells

  • 摘要: 针对既有网壳结构损伤构件位置分布难以完全测定的问题,提出了一种用于既有网壳结构显著损伤构件识别的改进残余力分解法(RFD)。基于定义的沿构件轴向投影方向上的无量纲模态变形参数,将所测得的特征向量采用RFD方法转化为一组多元线性方程组,用以定位具有显著刚度折减的构件。针对方程组可能存在无穷解的情况,利用Ritz向量的灵敏度分析和模态保证准则(MAC)进行网壳结构构件重要性判定,筛选出在当前荷载模式下对结构刚度贡献最小的构件,将其作为附加约束条件引入计算方程,使方程组具备唯一解的条件。同时建立了网壳结构模型进行计算分析,详述了RFD方法的计算过程并验证了其有效性。
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  • 收稿日期:  2023-01-29

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