机译:具有正弦腹板钢截面的连续组合梁的横向扭转屈曲的弹性临界力矩
Univ Fed Espirito Santo, Dept Civil Engn, Vitoria, ES, Brazil|Univ Fed Minas Gerais, Dept Struct Engn, Belo Horizonte, MG, Brazil|Faesa, Dept Civil Engn, Vitoria, ES, Brazil;
Univ Fed Espirito Santo, Dept Civil Engn, Vitoria, ES, Brazil;
Univ Fed Minas Gerais, Dept Struct Engn, Belo Horizonte, MG, Brazil;
Univ Fed Espirito Santo, Dept Civil Engn, Vitoria, ES, Brazil;
Lateral-torsional buckling; Continuous composite beams; Sinusoidal-web steel profile; Elastic critical moment;
机译:具有正弦腹板轮廓的连续组合梁的横向扭转屈曲刚度
机译:均匀悬挂时刻钢混凝土复合梁横向扭曲屈曲的弹性关键时刻
机译:均匀弯矩下一般冷弯型钢梁的弹性扭扭屈曲
机译:确定腹板锥形工字钢的临界横向扭转屈曲力矩的简单方法
机译:连续支撑的梁的横向扭转屈曲。
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:钢腹板锥形工字梁的临界横向扭转屈曲力矩