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机译:节点的刚度特性及其对单层格子穹顶稳定性的影响
Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, 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, Sch Civil Engn, Tianjin 300072, Peoples R China|Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct & Safety, Tianjin 300072, Peoples R China;
Welded hollow spherical joint; Single-layer latticed dome; Stiffness characteristic; Mechanical model; Stability reduction factor;
机译:具有螺栓球接头的80米直径单层瓦特圆顶的稳定性和强调皮肤效应分析
机译:直径80 m的带螺栓-球窝接头的单层格子球顶的稳定性和应力趋肤效应分析
机译:大跨度半刚性节理单层网格穹顶抗震性能的数值研究
机译:集中荷载和外压作用下刚性连接单层格形圆拱的屈曲特性弹性屈曲特性的完善效应
机译:评估盂前肱骨不稳定患者的肌肉关节复杂僵硬度和反射潜伏期。
机译:声带刚度和声加载对单层声带模型流动诱导振动的影响
机译:单层薄片圆顶的屈曲特性根据建设的关节柔韧性
机译:阻尼和质量刚度不连续性对周期性变化幅度万向节点下自由梁动力稳定性的影响技术备忘录编号。 103