机译:高强度S690焊接I型部分部分限制梁的横向扭转折叠
Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China;
Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China;
Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China;
Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China|Imperial Coll London Dept Civil & Environm Engn London England;
High strength steels; Lateral torsional buckling; Welded sections; Partially restrained beams; Non-dimensionalized slenderness;
机译:组合幅材扭曲和横向扭转部分限制I形剖面梁
机译:扭转和挠曲扭转屈曲-横向约束的I型截面研究
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:用有限元模拟对二对称I截面梁横向扭转屈曲的电阻评价
机译:弯曲梁的设计和行为(横向扭转屈曲,局部腹板屈曲,腹板钢筋)。
机译:具有离散机械横向约束的结构玻璃梁的横向-扭转屈曲(LTB)分析的弹性临界矩
机译:平面弯曲行为和S690高强度钢焊接I型梁的容量