固结系数 meaning in English
coeffcient of consolidation
coefficient of co olidation
coefficient of consolidation
coefficientofco olidation
consolidation coefficient
Examples
- The reliability of consolidation of double - layered soil is analyzed by monte - carlo method . a probability design coefficient is defined , and the relation between the coefficient and failure probability is given , then the process for probability design of double - layered soil consolidation is provided
定义了一个概率设计系数，在竖向固结系数服从不同概率分布的情况下，给出了其与失效概率的关系式，并给出双层地基固结的概率设计的步骤 - The formulas for computing mean and deviation of the average consolidation degree of double - layered soil are derived as vertical coefficient of consolidation submitting to gamma distribution . with these formulas , the influence of geotechnical auto - correlation distance to the probability characteristics of consolidation degree is studied . it shows that along with the rising of auto - correlation distance , the sensitivity of probability characteristics of consolidation degree to auto - correlation distance is falling
当竖向固结系数为gamma分布时，推导了双层地基平均固结度均值和方差的计算公式：利用该公式分析了土性自相关距离对平均固结度概率特性的影响，结果显示，自相关距离越大，平均固结度的概率特性值对自相关距离越不敏感。 - There is certain relation between the secondary consolidation coefficient and the secondary primary settlement ratio , that is , when the secondary primary settlement ratio is less than 1 , variation of secondary consolidation coefficient is very small , which even can be neglected ; with the increase of the secondary primary settlement ratio , variation of secondary consolidation coefficient increases at the same time
次固结系数与土的次主沉降比有一定关系，对于次主沉降比小于1的土，次固结系数变化很小，可以忽略不计；随着次主沉降比的增大，次固结系数的变化也增大。 - Along with variability of vertical coefficient of consolidation rising , the sensitivity of probability characteristics of average percent consolidation of double - layered soil to the variability of vertical coefficient is falling , and the sensitivity of it to the variability of vertical coefficient is rising
双层地基平均固结度的概率特性对竖向固结系数变异性的敏感性随着其变异系数的增大由强变弱；随着竖向固结系数的变异系数的增大，平均固结度的概率特性对竖向固结系数分布概型的敏感性由弱变强。 - As the steel structural model error mainly relied on the control to the member bar ' s link stiff and its physical dimension , this paper take the roof structure of shenzhen citizen center as subject , through its fixity factor , to select the joint link stiff as the damage indicator . the fem correction of truss structure based neural network can be established with the change of the structural modal and the joint link stiff , thus the fem for the roof structure of shenzhen citizen center are corrected by the theoretical modal analysis
由于钢结构的模型误差主要体现对杆件连接刚度而非对杆件的物理尺寸的把握上，故本文以深圳市民中心屋顶网架结构为对象，针对其节点固结系数，选择节点连接刚度为损伤标识量，通过研究结构模态变化与节点连接刚度变化的关系，建立了有限元模型修正的神经网络模型，通过理论模态分析对深圳市民中心屋顶网架结构的有限元模型进行了修正。