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机译:正交异性桥面肋肋甲板节点疲劳行为的牵引结构应力分析
Harbin Inst Technol, State Key Lab Adv Welding & Joining, Harbin 150001, Heilongjiang, Peoples R China|Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA|Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48109 USA;
Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA|Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48109 USA;
Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA|Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48109 USA;
Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA|Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48109 USA;
Orthotropic steel bridge deck; Rib-to-deck welds; Traction structural stress method; Master S-N curve; Failure mode;
机译:正交桥甲板肋甲板关节疲劳行为的牵引结构应力分析
机译:正交异性钢甲板肋对甲板焊接接头的疲劳行为研究和应力分析
机译:正交异性钢甲板肋骨到甲板焊接接头的基于结构应力的等效疲劳评估框架
机译:崇奇桥钢正交甲板肋甲板关节疲劳分析
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:牵引结构应力分析正交桥甲板焊接接头的疲劳行为
机译:正交异性钢桥面桥的结构特性。第二卷。数据