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机译:悬空穹顶稳定性分析的随机缺陷方法
Beijing Univ Technol, Beijing Engn Res Ctr High Rise & Large Span Prest, 100 Pingleyuan, Beijing 100124, Peoples R China|Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China|Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China;
Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China;
Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China;
Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China;
Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China;
suspended dome; stability; initial imperfection; random imperfection method; ultimate bearing capacity; geometric nonlinear; material nonlinear;
机译:随机几何缺陷对半刚性连接单层网状穹顶稳定性的影响
机译:单层网壳弹塑性稳定性分析中初始几何缺陷分布模拟方法的研究
机译:初始几何缺陷对悬空稳定性影响的分布与大小研究
机译:悬吊式圆顶结构的整体稳定性分析
机译:使用总拉格朗日有限元公式,对具有随机几何缺陷的框架型结构进行非线性稳定性分析。
机译:校正:根据镇静方法在内窥镜黏膜下剥离术中评估手术的稳定性和安全性:一项随机试验
机译:随机几何缺陷对半刚性连接的单层网状圆顶稳定性的影响
机译:一阶二阶法精度的研究。计算数值计算随机初始缺陷圆柱壳随机Budling载荷的精确可靠性函数