...
机译:沥青路面对正交异性钢桥面肋到甲板节点疲劳评估的影响
Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 615-8540, Japan;
Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 615-8540, Japan;
Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 615-8540, Japan;
Orthotropic steel bridge deck; Rib-to-deck joint; Asphalt surfacing; Fatigue evaluation;
机译:Samol Ya,山田健太郎和石川俊幸对“正交异性钢桥面肋到甲板焊接接头的疲劳评估”的讨论
机译:正交异性钢桥面肋到桥面焊接接头的疲劳评估
机译:正交异性钢桥面板肋-桥面节点疲劳试验研究
机译:新型双侧角焊缝在正交异性钢桥面板中肋对甲板节点的疲劳性能
机译:制作工艺对正交异性钢桥面肋到甲板焊接接头抗疲劳性的影响。
机译:UHPC复合正交异性钢桥面板性能的原位试验研究
机译:崇奇桥钢正交甲板肋甲板关节疲劳分析
机译:正交异性钢板桥面板耐磨表面系统评价