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1)  high offset
大偏距
1.
An investigation on the ventral diverterless high offset S-shaped inlet is carried out at Mach numbers from 0.
针对腹下无隔道大偏距跨声速S弯进气道开展了高速吹风实验研究,并对得到的图谱和曲线进行了分析。
2.
The flow fields of a ventral diverterless high offset S-shaped inlet at Mach numbers from 0.
针对一种腹下无隔道大偏距S弯进气道,在利用实验结果验证了数值方法的可靠性之后,通过数值模拟分析了该进气道在跨声速段的口面流动特征和内通道二次流特征,解释了声速时性能较高的原因。
2)  ultra long offset
大偏移距
3)  maximum eccentricity
最大偏心距
4)  maximum offset
最大偏移距
5)  increase coefficient of bias distance
偏心距增大系数
1.
In view of the defects of increase coefficient of bias distance \%\% formula (GBJ10-89)in practice,considering the result of the limitstate alternative method resulted from the effect of the second coracte moments,by regression analysis and after much calculalion,the regression count expression formula of increase coefficient of bias distance is established.
针对现行混凝土结构设计规范GBJ10-89中,偏心距增大系数η计算公式在应用中存在的缺陷,在考虑二阶弯矩影响的有限元迭代法计算成果的基础上,通过大量计算,并运用回归分析,建立了钢筋混凝土受压构件η的计算表达式。
2.
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。
6)  eccentricity amplifier
偏心距增大系数
1.
Taking into consideration the fact that all loads will not be woved in building construction when a structure is strengthened, we studied by the method of computer-test, how to calculate eccentricity amplifier of the slender concrete column strengthened non symmetrically with concrete to enlarge section subjected to axial load and bending moment.
采用计算机模拟试验方法,对非对称加大截面加固钢筋混凝土偏心受压中长柱的偏心距增大系数的计算问题进行了研究。
补充资料:大偏
1.兵车十五乘。
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