1) static force coefficient
静力系数
1.
The static force coefficients of the Bridge were tested and numerically analyzed,the three-component coefficients of its arch ribs were modified by Reynolds numbers and its static wind stability was checked by calculstion.
三门口跨海大桥北门大桥为主跨270 m的钢管混凝土中承式拱桥,对该桥静力系数进行试验和数值分析,并对拱肋三分力系数进行雷诺数修正。
2) static resistant coefficience
静阻力系数
3) static coefficients
静力三分力系数
1.
Then the two ANNs were used to train static coefficients in two different coordinate systems.
通过风洞模型试验得到了足够的样本,在此基础上利用MATLAB神经网络工具箱构造了2个BP人工神经网络;采用BR(Bayesianregularization)算法,比较了不同坐标系下的静力三分力系数的训练结果,得出4层网络比较有效且具有较高精度的结论。
4) lateral earth pressure coefficient at rest
静止侧压力系数
1.
Solution to initial horizontal stress and lateral earth pressure coefficient at rest by flat dilatometer tests;
扁铲侧胀试验求解初始水平应力和静止侧压力系数
2.
Solution to lateral earth pressure coefficient at rest by flat dilatometer tests in Hangzhou
杭州地区用扁铲侧胀试验求解静止侧压力系数K_0的研究
5) coefficient of earth pressure at rest
静止土压力系数
1.
Experimental results show that the value of the coefficient of earth pressure at rest ( K\-0 ) of the reinforced soils changes with the number of geotextile, the planting forms of geotextile within the soil mass and the over conso.
通过在研制改进的固结试验仪上 ,进行一系列考虑土工织物埋置在土中不同位置时加筋土的单轴固结试验及三轴K0 固结试验和不排水剪切试验 ,从静止土压力系数的变化 ,探讨了土中埋置有土工织物的加筋土层的土压力减轻作用及剪切强度的增加作用。
2.
Three formulae are derived to determine the coefficient of earth pressure at rest for cohesionless soil by using the stress vector based constitutive model.
利用将应力矢量的作用效应分解为球应力作用效应和应力比矢量作用效应叠加而建立的应力矢量本构模型 ,推出了无粘性土静止土压力系数的三个计算公式。
6) earth pressure coefficient at rest
静止土压力系数
1.
The unloading earth pressure coefficient at rest is discussed by studying on the variation of lateral stress due to vertical stress reduced,with the aim to emphasized that the pressure coefficient is not constant.
依据卸荷土体K0状态hσ~vσ试验,本文研究了加、卸荷土体的静止土压力系数K0的差别,目的在于强调卸荷土体K0的非常数性,提醒人们选择K0,必须分清应力状态。
2.
In the light of the problem of excavation and unloading of foundation pits,the relationship among the coefficients of earth pressure at rest in unloaded,overconsolidated and normally conslidated soils with the aim to emphasize the difference between the earth pressure coefficient at rest in the unloaded soil and that in the loaded soil.
本文针对基坑开挖卸荷的问题 ,就卸荷土体的静止土压力系数、超固体土体的静止土压力系数以及正常固体土体的静止土压力系数三者之间的关系问题 ,进行了试验研究 ,目的在于强调卸荷土体静止土压力系数与加荷状态静止土压力系数的不同之
补充资料：法克森曳力系数
分子式：
CAS号：
性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
CAS号：
性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
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