机译:考虑端部弯矩传递的约束型芽支撑的整体稳定性设计方法:关于带颈圈的销钉连接的讨论
State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, People's Republic of China;
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, People's Republic of China,School of Civil Engineering, Harbin Institute of Technology, 202 Haihe Road, Nangang district, Harbin 150090, People's Republic of China;
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, People's Republic of China,School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 176024, People's Republic of China;
buckling-restrained brace; end bending moment; global stability; design criterion; simplified design method;
机译:屈曲约束的实用统一的全局稳定性设计方法:销钉连接的讨论
机译:支撑端旋转对带端环的销钉连接的约束约束支撑整体屈曲行为的影响
机译:支撑平面外弯矩下偏心RHS X型连接的抗弯能力和刚度的计算模型
机译:弯矩对屈曲约束支撑整体稳定性的影响
机译:有限元法在大弯矩端板连接抗震设计与分析中的应用。
机译:用于在游离鱼类中计算弯曲时刻的实验数值方法表明幼虫控制带动游泳与简单的致动
机译:三明治与开放式复合构件经受弯矩的拐角连接的设计方法
机译:扑翼平面直升机旋翼叶片弯矩计算方法的比较