目前工程上对结构进行缺陷稳定分析的主要办法是一致缺陷模态法。
The consistent imperfect buckling analyses method (CIBAM) is the main approach of analyzing the stability of the structure with the geometrical imperfection.
建立杆件锈蚀和弯曲的计算模型，提出并采用随机缺陷模态法研究具有缺陷的结构承载能力。
Taking the example of a practical engineering, this paper studied the influence of imperfection to the strength and stability of structures…
初始缺陷的模型是根据一致缺陷模态法，按最小特征值屈曲模态分布，并控制其最大值的方法确定。
Based on the consistent mode imperfection method, the initial defect model was determined by the least order mode of eigenvalue buckling, and the maximum displacement value.
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