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机译:倾斜角对连续抛物线拱肋复合材料桥梁屈曲的影响
Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China|Waseda Univ, Dept Civil & Environm Engn, Tokyo 1698555, Japan;
Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China;
Waseda Univ, Dept Civil & Environm Engn, Tokyo 1698555, Japan;
Waseda Univ, Dept Civil & Environm Engn, Tokyo 1698555, Japan;
Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China;
continuous composite bridge; inclination angle; equivalent slenderness ratio; buckling coefficient; buckling modes;
机译:倾斜角度对倾斜抛物线拱肋连续复合桥屈曲的影响
机译:肋骨倾角对矩形管流动特性的影响
机译:倾斜角,纳米粒子体积分数及其尺寸对纳米流体水溶液倾斜椭圆缸强制对流影响的分析
机译:基于倾角的钢拱桥拱肋变形监测系统设计
机译:印度河入口桥:从单根肋式拱形变为斜拉式设计。
机译:边界条件和摩擦对倾斜井筒中螺旋管螺旋屈曲的影响
机译:倾斜平行壁通道内自由对流的过渡:倾斜角度和通道宽度的影响