In the finite element parametric analyses, the random combination of the initial imperfections between the columns and the horizontal bracing bars was well considered by the Monte Carlo method.
在进行有限元参数分析时,采用蒙特卡罗方法考虑了柱子和水平撑杆初始几何缺陷的随机遇合问题。
参考来源 - 竖向荷载下纵向柱列支撑的设计方法研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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