1) non circular shape cross sections
非圆截面形状
2) noncircular section vessel
非圆形截面容器
1.
The design of noncircular section vessels is specified in ASME and GB150.
非圆形截面容器设计 ,ASME和GB150中有明确的规定。
3) non-circular section
非圆截面
1.
Coordinated control of non-circular section CNC turning systems;
非圆截面车削数控系统的协调控制
2.
The non-circular section turning CNC system based on Windows 2000 platform and Real Time Serial Bus(RTSB) was proposed,which was implemented by an extension to the general CNC system with a Non-circular Section Machining Module(NSMM).
提出了基于Windows 2000以及高速实时串行总线的非圆截面车削数控系统结构。
4) circular section
圆形截面
1.
Lightweight aggregate concrete circular section bearing ability of the cross section short-cut calculation;
轻骨料混凝土圆形截面正截面承载力简化计算
2.
The design of reinforced concret guard pile with circular section;
钢筋混凝土圆形截面护壁桩的设计
3.
Experimental Study on the Seismic Behavior of Joints Between Steel Beams and Steel Reinforced Concrete Columns of circular section;
圆形截面钢骨混凝土柱—钢梁节点抗震性能的试验研究
5) round section
圆形截面
1.
Calculation of crack width for reinforced concrete members with round section;
圆形截面钢筋混凝土构件裂缝宽度的计算
2.
Calculation of steel stress in reinforced concrete members with round section;
使用荷载下圆形截面钢筋混凝土构件钢筋应力的计算
3.
Calculation of normal section strength of reinforced concrete flexural members with round section;
钢筋混凝土圆形截面受弯构件正截面强度计算方法
6) circular cross section
圆形截面
1.
Concrete structure with circular cross section,especially concrete column has wide application in engineering.
圆形截面混凝土结构在工程中应用广泛,尤其以混凝土柱居多。
2.
The minimum steel ratio in RC beams for circular cross section is studied,according to the principle of which the flexure strength of RC beams is not less than the cracking moment of plain concrete beam under the same conditions.
依据钢筋混凝土受弯构件的极限承载弯矩不小于相同条件下素混凝土受弯构件的开裂弯矩的原则 ,导出了钢筋混凝土圆形截面受弯构件的最小配筋率 ,结果表明圆形截面的最小配筋率比矩形截面大。
3.
To be in light of the fault of increase coefficient of bias distance η formula in current lightweight aggregate concrete standard in practice,considering the influence of two stepped moments by using the entire proceeding analyses theory,we reached the η of corresponding side and side deflection f and curvature φ of circular cross section biasing structure whose column ends are different.
针对轻骨料混凝土设计规范中偏心距增大系数η计算公式在应用方面有待于完善的问题,采用全过程理论分析并考虑二阶弯矩的影响,得出了在不同端弯矩下圆形截面偏压构件控制截面处截面曲率φ、侧向挠度f与相应的η值。
补充资料：特定态非弹性散射截面
分子式：
CAS号：
性质：非弹性散射前后，分子内部运动状态发生变化，即分子传能。若以T，R，V，E分别代表平动能、转动能、振动能、电子能，则传能方式有T-R，R-R，T-V，R-V，V-V，T-E，R-E，V-E，E-E。T-T 即弹性散射。由于R，V，E由内部量子态所决定，故非弹性散射指特定态-态间传能。若i、j表示始态和终态，Jsc，和Iinc为散射流和入射流密度，则非弹性散射截面σij=Isc/Iinc。i=j时为弹性散射。
CAS号：
性质：非弹性散射前后，分子内部运动状态发生变化，即分子传能。若以T，R，V，E分别代表平动能、转动能、振动能、电子能，则传能方式有T-R，R-R，T-V，R-V，V-V，T-E，R-E，V-E，E-E。T-T 即弹性散射。由于R，V，E由内部量子态所决定，故非弹性散射指特定态-态间传能。若i、j表示始态和终态，Jsc，和Iinc为散射流和入射流密度，则非弹性散射截面σij=Isc/Iinc。i=j时为弹性散射。
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