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机译:钢I形剖面梁柱的屈曲阻力评估不容易受到屈曲
Division of Metal Structures Faculty of Civil Engineering Warsaw University of Technology al. Armii Ludowej 16 00-637 Warsaw Poland;
Division of Metal Structures Faculty of Civil Engineering Warsaw University of Technology al. Armii Ludowej 16 00-637 Warsaw Poland;
Department of Strength of Materials and Theory of Elasticity and Plasticity Faculty of Civil Engineering Warsaw University of Technology al. Armii Ludowej 16 00-637 Warsaw Poland;
Division of Metal Structures Faculty of Civil Engineering Warsaw University of Technology al. Armii Ludowej 16 00-637 Warsaw Poland;
机译:钢I形剖面梁柱的屈曲阻力评估不容易受到屈曲
机译:奥氏体不锈钢I型梁柱弯曲扭转曲线:测试,数值建模和设计
机译:钢H型梁柱屈曲电阻:面内屈曲阻力
机译:局部屈曲I型钢梁柱的非线性分析
机译:使用直接强度法的冷成型薄壁钢梁和梁柱耐火设计
机译:使用应变和位移传感器确定大型聚合物复合材料I型截面的剪切屈曲载荷
机译:一致的ayrton-perry方法用于钢I形截面构件的抗扭扭屈阻力评估
机译:局部屈曲I形截面梁柱的相互作用曲线