机译:带有细长I型截面的挤压铝合金短柱的局部屈曲和后屈曲强度
Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China|Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China;
Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China;
Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China;
Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China;
Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2AZ, England;
Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China;
Aluminium alloy; Experiments; Extruded I-section; Local buckling; Postbuckling; Stub columns;
机译:固定端部条件下挤压铝合金I型截面柱的抗压屈曲强度
机译:S960超高强度钢焊接I段带截面柱的膜残余应力和局部屈曲
机译:S690的局部弯曲交互式屈曲焊接I型柱柱:测试,建模和设计
机译:局部屈曲I型钢梁柱的非线性分析
机译:普通和高强度承压混凝土柱(带有和不带有短桩)的行为。
机译:柱轴向载荷和热影响区对铝柱腹板抗拉强度的影响
机译:钢多边形截面柱局部屈曲强度的实验研究
机译:局部屈曲I形截面梁柱的相互作用曲线