机译:接头刚度对斜拉网壳稳定性的影响
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China;
Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO USA;
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China;
Shanghai Gen Met Struct Engn Co Ltd, Shanghai 201900, Peoples R China;
Joint stiffness; stability; grid shell; semi-rigid joint; buckling load;
机译:电缆支撑的网格壳体的螺栓连接行为
机译:薄板圆柱电缆支撑格栅壳体的稳定性
机译:基于平移曲面技术的自由形斜撑网格壳体形状优化方法
机译:圆形钢管电缆支撑栅极稳定性分析及初始缺陷
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:天然蛋壳膜和安慰剂对健康绝经后妇女运动引起的关节疼痛僵硬和软骨更新的有益作用
机译:等效几何节点缺陷对单层网格壳稳定性的影响