2) maximum section bending moment
最大截面弯矩
1.
The results demonstrate that maximum section bending moment does not surely happen under the flat orientation but at some angle during erection.
通过对单机两点及双机三点吊的整个旋转立直过程进行计算机数值分析,说明构件吊装最大截面弯矩不一定发生在水平状态,而可能出现在构件旋转立直的某个角度,进而指出了施工规范中规定吊点位置仅考虑了构件水平吊装,而没有考虑构件旋转过程,据此提出规范修改建议。
3) cracking moment
正截面抗裂弯矩
1.
Calculation of cracking moment in flexural concrete members;
混凝土受弯构件正截面抗裂弯矩计算
5) section flexural
截面抗弯
1.
In the project,the major checking points are the top section flexural strength and the bottom anti-slip stability of the wall.
其中,墙顶截面抗弯强度与墙底抗滑移稳定性是工程验算重点。
6) rectangular section
矩形截面
1.
Seven-freedom unit used for analysing the warping of rectangular section beam;
矩形截面直梁弯翘分析的七自由度单元法
2.
Calculation of bended structural member reinforcement of rectangular section of reinforced concrete;
简易法计算混凝土矩形截面受弯构件配筋量
3.
A spedal study is conducted of the effect of the rectangular section circulating bed edge angle on the gas-solid dual-phase flow and the radial porticle conecntration distribution.
特别是考察了矩形截面循环床边角对气固两相流动的影响。
补充资料:Cu/NbTi加工锭截面
Cu/NbTi加工锭截面
Cu/NbTi加工锭截面
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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