1) model of nonlinear hyperbola
非直线双曲线模型
2) non-rectangle hyperbola model
非直角双曲线模型
1.
Light response curve of photosynthesis of 8 different Eucalyptus clones were simulated respectively by rectangle hyperbola model,non-rectangle hyperbola model and a new model constructed by Ye Zhipiao,and the differences among them were compared,the best model to screen high light efficiency Eucalyptus clones was found.
分别应用直角双曲线模型、非直角双曲线模型和叶子飘构建的新光响应模型对8个参试不同桉树无性系的光响应曲线进行拟合,比较它们之间的差异,找出最优模型,筛选高光效桉树优良无性系。
3) rectangle hyperbola model
直角双曲线模型
1.
Light response curve of photosynthesis of 8 different Eucalyptus clones were simulated respectively by rectangle hyperbola model,non-rectangle hyperbola model and a new model constructed by Ye Zhipiao,and the differences among them were compared,the best model to screen high light efficiency Eucalyptus clones was found.
分别应用直角双曲线模型、非直角双曲线模型和叶子飘构建的新光响应模型对8个参试不同桉树无性系的光响应曲线进行拟合,比较它们之间的差异,找出最优模型,筛选高光效桉树优良无性系。
4) hyperbola model
双曲线模型
1.
The hyperbola model for autogenous expansion volume deformation of MgO concrete;
MgO微膨胀混凝土自生体积变形的双曲线模型
2.
On the basis of load transferring function method and interaction of pile and soil,proper hyperbola model was established to reflect the load transferring condition of pile-body and pile-end,and the load-sedimentation analytical solution under the condition of single layer foundation was deduced,and then was applied to the multi-layer foundation.
以荷载传递函数法为基础,考虑桩土共同作用,建立了合适的双曲线模型来反映桩侧和桩端的荷载传递情况,推导了单层地基条件下的荷载-沉降解析解,进而将其应用于成层地基。
3.
It is supposed that the constitutive relation of soil is the hyperbola model.
假定土体本构关系满足双曲线模型,把利用该模型得出的孔隙比e和有效应力σ′的双曲线关系应用到一维单层均质地基固结理论的研究中,通过假定土体的初始有效应力沿深度均匀分布和渗透系数的降低与压缩系数的减小成正比,推导出任意荷载作用下一维非线性固结理论的方程。
5) hyperbolic model
双曲线模型
1.
Analysis on hyperbolic model and exponential model for post-construction settlement of soft soil;
软土工后沉降双曲线模型与指数曲线模型分析
2.
Based on the long-term monitoring data of post-construction settlement of the loess subgrade of the Lanzhou-Wuwei Line Ⅱ,the quasi consolidation model was set up and contrasted with other models such as the Poisson model,index model, logarithm model and hyperbolic model.
利用兰武二线黄土路基工后沉降的长期观测数据,提出一种新的分析预测模型——似固结模型,并与泊松模型、指数模型、对数模型、双曲线模型的预测结果进行对比分析。
3.
Based on the layered foundation and the hyperbolic model,using Mindlin s equation and pile-soil interaction principle,a load-transfer modified method is presented.
基于层状地基采用双曲线模型为荷载传递函数,提出了用Mindlin解和桩土共同作用的联合方法对荷载传递法的进行修正,并计算分析了单桩承载特性。
6) Non-rectangular hyperbola
非直角双曲线
补充资料：线路非直线系数
公共交通线路首末站之间实地距离与空间直线距离之比。环行线的非直线系数按主要集散点之间的实地距离与空间直线距离之比。
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