1) end bending momen
端部弯矩
1.
Based on the bending theory of beams,an analytical solution of end bending moment of transmission line under uniformly distributed wind load is obtained by means of technique of singular perturbation.
本文应用梁的弯曲理论 ,对空间均匀分布风载激励的输电线振动 ,采用奇异摄动方法给出了端部弯矩的解析结果 ,并以此为基础 ,给出了适合于工程设计的半经验公式 ,所得结果为提高高压输电线的安全设计提供了理论分析基础。
2) end restraint moment
端部嵌固弯矩
3) End moment
端弯矩
1.
According to the nonlinear differential equation of corroded reinforced concrete beam,the expression is given by the coordination coefficient of the corroded reinforced concrete beam which is under the end moment.
以锈蚀钢筋混凝土梁非线性微分方程为依据,通过求解微分方程,给出了梁端弯矩作用下锈蚀钢筋混凝土梁截面协同工作系数的理论表达式。
4) moment at beam end
梁端弯矩
1.
According to the structural mechanics principle and the basic differential equation of curved beam,the solution for internal force and deflection of nonradial simply supported indeterminate curved beam bridge under moment at beam end are derived.
由结构力学原理和曲梁基本微分方程 ,导出了梁端弯矩作用下非径向支承简支超静定曲梁桥的内力与挠曲解 ,此广义解可用于求解非径向支承连续曲梁桥的内力与变
5) bar bending moment
杆端弯矩
1.
final results computed be examined by bar bending moment.
使用该公式时无需作弯矩图，仅由杆端弯矩即可对结构的计算结果进行校核。
补充资料：带式输送机端部破碎机
带式输送机端部破碎机
带式输送机端部破碎机象塑
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条