机译:具有水平和旋转端弹性约束的圆拱的面内屈曲和极限阻力的试验研究
Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China|Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct Safety China, Tianjin 300072, Peoples R China;
Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China;
Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China|Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct Safety China, Tianjin 300072, Peoples R China;
Circular steel arches with elastic horizontal and rotational end restraints; In-plane buckling; Ultimate resistance; Experimental and simulation study;
机译:钢圆拱的抗弯极限极限试验研究
机译:具有弹性端部约束的圆拱的抗扭扭屈曲设计
机译:剪切可变形单对称钢侧扭转屈曲Ⅰ型拱形拱形在中央集中载荷下具有弹性旋转终端限制
机译:弹性支撑圆形拱门的平面屈曲考虑几何缺陷
机译:圆形钢管混凝土(CFT)抗剪性能的试验研究。
机译:通过弹性模量减少法的混凝土钢管元件和拱形轴承轴承的最终承载力数据
机译:平面内非线性分析和剪切可变形圆形拱的屈曲
机译:钢拱的平面屈曲设计