双曲线模型 meaning in Chinese
hyperbolic model
Examples
- On the basis of analyzing hyperbola and exponent models in common use , the power function model of shear deformation is presented for rock joints
在分析了岩体节理剪切变形常用双曲线模型和指数模型的基础上，提出了一种幂函数模型。 - It considered the increase of the initial shear stiffness of the surrounding soil with consolidation and unloading and cyclic behaviour of the interface
本文在总结前人研究成果的基础上，改进了反应桩土界面荷载传递性状的双曲线模型。 - And four constitutive models are established , which are hyperbolic model , half - logarithm model , exponential model and poisson model . combined with the analysis of the change of effective stress , the iteration formulations of settlement calculation are provided
同时建立了双曲线模型、半对数模型、指数模型及泊松曲线模型四种本构模型，并结合有效应力过程分析给出了实用的沉降过程线的反演迭代公式。 - Base on the experimental data some damping models such as conic model , inverse hyperbola model , exponent model , inverse exponent model , dislocation - induced damping model are put forward , and the results between numerical calculations base on above models and experiments are studied contrastively
给出了二次曲线模型、反双曲线模型、指数模型、反指数模型、位错阻尼模型等阻尼模型并将按这些模型进行数值计算所得结果和实验结果进行了对比研究。 - The main contents are as follows : 1 . the experimental data of autogenous volume deformation of concrete with mgo admixture ( mgo concrete for short ) was comprehensively analyzed , then the exponent model and hyperbola model for autogenous volume deformation of mgo concrete were discussed . at the same time , the autogenous volume deformation model of concrete that has 4 . 5 % mgo content was developed
主要研究内容如下： 1 、对外掺mgo混凝土的自生体积变形试验资料进行综合分析研究，在此基础上，探讨了外掺mgo混凝土自生体积变形的指数模型和双曲线模型，并建立了外掺mgo掺量为4 . 5混凝土自生体积变形模型。