机译:高速铁路连续梁桥的动态放大因子
Department of Civil Engineering University of Hohai|Department of Civil and Environmental Engineering University of California;
Department of Civil Engineering University of Hohai;
Department of Civil and Environmental Engineering Louisiana State University;
Department of Civil and Environmental Engineering University of California;
continuous beam bridges; dynamic amplification factor; high-speed railway bridges; impact coefficient; vehicle-bridge interaction;
机译:改造后的现有高速铁路桥梁在共振条件下的动态性能,该技术是通过将流体粘性阻尼器支撑在夹紧的辅助梁上进行的改造
机译:横向轨道横梁的高速铁路桥面板动力响应
机译:高速铁路桁架拱桥的动态荷载系数评估
机译:高速铁路桥梁无缝道岔动态性能的影响因素
机译:锻铁铁路桥梁楼板及搭接搭接处疲劳裂纹的评估
机译:基于计算机视觉的高速铁路桥梁数据历史记录的长期挠度预测
机译:在夹紧辅助梁支撑的流体粘滞阻尼器改造后,现有高速铁路桥梁在共振条件下的动态性能