机译:荷载作用下路面设计参数对正交异性钢桥面铺装性能的影响
Highway Research Division, SOC Research Institute, Korea Institute of Construction Technology, 283 Goyangdae-Ro, Ilsanseo-Gu,Goyang-Si, Gyeonggi-Do 411-712, Republic of Korea,Department of Civil and Environmental Engineering, Sejong University, 98 Gunja-dong, Gwangin-gu, Seoul 143-747, Republic of Korea;
Highway Research Division, SOC Research Institute, Korea Institute of Construction Technology, 283 Goyangdae-Ro, Ilsanseo-Gu,Goyang-Si, Gyeonggi-Do 411-712, Republic of Korea,Department of Civil and Environmental Engineering, Sejong University, 98 Gunja-dong, Gwangin-gu, Seoul 143-747, Republic of Korea;
Department of Civil and Environmental Engineering, Sejong University, 98 Gunja-dong, Gwangin-gu, Seoul 143-747, Republic of Korea;
Road/Rail Engineering Team, Samsung C&T Engineering and Construction Group, Seocho-2-dong, Seocho-gu, Seoul 137-857, Republic of Korea;
deck pavement; paving materials; orthotropic steel bridge deck; finite element analysis; fatigue crack;
机译:基于桥面铺装粗糙度的桥面铺装动力放大系数和结构参数研究
机译:基于桥面铺装粗糙度的桥面铺装动力放大系数和结构参数研究
机译:中国重型交通大跨度钢桥桥面铺装设计原则
机译:路面设计的高级计算工具:在正交异性钢桥面铺装中的应用
机译:利用静载荷研究无钢甲板桥在受损条件下的行为。
机译:沥青结合料对Gussasphalt混凝土桥面铺装性能的影响
机译:在车载和路面温度综合作用下计算正交钢桥甲板生命周期疲劳损伤的方法
机译:交通荷载作用下实验正交异性桥面板的试验,