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机译:具有贝叶斯优化的概率框架,用于预测台风诱导的长跨度桥的动态响应
Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 211189 Peoples R China|Monash Univ Dept Civil Engn Clayton Vic 3800 Australia;
Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 211189 Peoples R China;
Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 211189 Peoples R China;
Southeast Univ Minist Educ Key Lab Concrete & Prestressed Concrete Struct Nanjing 211189 Peoples R China;
Jiangsu Transportat Res Inst Co Ltd State Key Lab Safety & Hlth In Serv Long Span Bri Nanjing 211112 Peoples R China;
Typhoon-induced response; Probabilistic prediction; Quantile random forest; Bayesian optimization; Long-span bridge;
机译:使用Volterra系列模拟大跨度桥梁探测的非线性框架的开发
机译:大跨度桥梁受台风非平稳抖振响应的极值
机译:台风诱发大跨度桥梁在复杂地形中的非平稳抖振响应
机译:大跨度桥梁甲板空气动力学形状优化的计算框架
机译:使用大尺度测量评估大跨度桥梁的响应预测方法。
机译:大跨度桥梁在多荷载作用下动力响应数值模拟的最新研究与应用
机译:台风引起的大跨度桥梁非平稳抖振响应的极值