1) end restraint moment
端部嵌固弯矩
2) partially restrained moment
嵌固弯矩
1.
Analysis of partially restrained moment at bolted connection joint of steel beam to concrete wall;
钢梁-混凝土墙铰结连接节点嵌固弯矩的分析与计算
4) 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。
5) secondary moment at fixed end
固端次弯矩
6) bottom fixed pile
端部嵌固桩
1.
On the basis of energy method, the study is carried out on axial stability of bottom fixed piles which have three different top abutments and are acted on by the lateral frictional resistance and top load.
对 3种不同的桩顶支承情况下的端部嵌固桩 ,用能量法对其在顶部集中荷载和桩侧摩阻力作用下的竖向稳定性进行了研究 ,推导了求解失稳问题的计算公式 ,用数值方法求得了桩的临界长细比的数值解。
补充资料：窦固(见窦固攻北匈奴)
窦固(见窦固攻北匈奴)
Dou Gu
Doll GU窦固(D ouGu，?一公元88)东汉中期将领。字孟孙。扶风平陵(今陕西咸阳西北)人。名将窦融侄。历任奉车都尉、卫尉等。以率军攻北匈奴著名。见窦固攻北匈奴。
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