机译:具有单对称I型截面的横向无约束Q460GJ梁的整体屈曲
Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Univ Western Australia, Sch Civil Environm & Min Engn, Perth, WA, Australia;
Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Q460GJ structural steel; Singly symmetric I-section; Lateral-torsional buckling; Experimental test; Numerical simulation;
机译:三点弯曲下侧向约束Q460GJ钢梁的整体屈曲研究
机译:单对称Q460GJ工字钢横梁屈曲的试验与数值研究
机译:可变法兰比的单对称工字型钢梁的极限强度
机译:对称对称圆锥形截面钢梁和悬臂的侧向扭转屈曲
机译:局部屈曲对单对称冷弯钢柱结构行为的影响
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:单对称腹板锥形薄壁工字梁的横向扭转屈曲:一维模型与壳体有限元分析
机译:局部屈曲I形截面梁柱的相互作用曲线