跨中弯矩的英文
发音:
"跨中弯矩"怎么读用"跨中弯矩"造句
英文翻译手机版
- mid span moment
- "跨"英文翻译 step; stride
- "中"英文翻译 hit; fit exactly
- "弯"英文翻译 curved; bent; crooked; flexu ...
- "矩"英文翻译 carpenter's square; square r ...
- "跨中弯矩;跨中力矩" 英文翻译 : mid-span moment
- "跨中" 英文翻译 : midspan; span centre
- "弯矩" 英文翻译 : bendingmoment; bent; bm bending moment; flexural moment; moment of flexion; moment of flexure
- "空中弯曲" 英文翻译 : bending air
- "空中弯折" 英文翻译 : air bending
- "跨中垂度" 英文翻译 : sag of span
- "跨中荷载" 英文翻译 : mid an load; midspan load
- "中弯弯头" 英文翻译 : medium sweep elbow
- "弯矩图, 弯矩图" 英文翻译 : bending moment diagram
- "次弯矩" 英文翻译 : parasitic moment
- "风弯矩" 英文翻译 : wind bending moment
- "负弯矩" 英文翻译 : hogging moment; negative bending moment; negative moment
- "杆弯矩" 英文翻译 : bar moment
- "扭弯矩" 英文翻译 : torsional moment
- "双弯矩" 英文翻译 : bimoment
- "外弯矩" 英文翻译 : outer bending moment
- "弯矩;力矩" 英文翻译 : bending moment
- "弯矩杆" 英文翻译 : moment bar
- "弯矩谱" 英文翻译 : bending moment spectrum
- "弯矩图" 英文翻译 : bending moment diagram; bendingmomentdiagram; moment diagram
- "弯矩轴" 英文翻译 : moment axis
例句与用法
- Mid - span moment
跨中弯矩 - The node that articu - lates designs beam column , can bear larger step in curved rules , the curved distance of sus - pension column is little , suits the building on soft land base
梁柱铰接的节点设计,能承受更大的跨中弯矩,柱脚弯距小,适合于软土地基上的建筑物。 - The calculation results indicate that for steel frame in semi - rigid joints cases , the top story deflection , the displacement between two stories , the moment at the center of a beam and the initial end moment at column is larger , nevertheless the end moment at beam and the shear force between two stories
分析表明:半刚接和刚接相比会使框架结构的柱顶侧移、层间位移、跨中弯矩、柱脚某些部位弯矩增大,而梁端弯矩和层间剪力减小。 - After analyzing the soil stress , flexure moment data of central section of the sheet , and the flections data of two kinds of holding sheet models which are different on span , the paper gets the horizontal and vertical soil stress distribution rules and compares the result of the exam with calculating result of classic soil stress theory
通过对两种跨度的挡板模型的土压力、挡板跨中弯矩、挡板跨中挠度值的分析总结,得到了挡板后土压力沿高度及水平方向的分布规律,并在土压力分布形式及数值大小与经典理论作了比较。
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