机译:具有多个纵向加劲肋的钢板的弯曲屈曲强度
Sejong Univ, Dept Civil & Environm Engn, 98 Gunja Dong, Seoul 05006, South Korea|Vietnam Maritime Univ, Fac Civil Engn, 484 Lach Tray St, Le Chan Dist, Haiphong, Vietnam;
Thuyloi Univ, Dept Civil Engn, 175 Tay Son, Hanoi, Vietnam;
Natl Tech Univ Athens, Sch Civil Engn, Zografou Campus,9 Iroon Polytechniou Str, Athens 15780, Greece;
Univ Nacl Colombia, Fac Minas, Dept Ingn Civil, Medellin, Colombia;
Sejong Univ, Dept Civil & Environm Engn, 98 Gunja Dong, Seoul 05006, South Korea;
Stiffened plate; Longitudinal stiffeners; Eigenvalue buckling analysis; Buckling coefficient; Abaqus2Matlab;
机译:带有两个纵向腹板加劲肋的板梁的腹板屈曲屈曲强度
机译:纵向X型板到圆形空心截面(CHS)连接的强度由外环加劲肋加强
机译:由B.Koevesdi讨论的``带有纵向加劲肋的细长板梁的补丁抗力''[J Constr Steel Res 2018; 140:237-246]
机译:纵向加强件梯形波纹钢网剪切强度的实验研究
机译:使用纵向焊缝的钢板抗拉强度。
机译:带有多个CFRP板的预应力无粘结增强系统用于钢构件的疲劳增强†
机译:用于连接附加法兰板与原始纵向加强筋的高强度螺栓的最佳间距,用于现有钢桥墩的抗震加固