双曲线模型的英文

• hyperbolic model

• "双曲线"英文翻译    hyperbola; hyperbolic curve
• "模型"英文翻译    model; pattern
• "本构模型双曲线模型" 英文翻译 :    hyperbolic model
• "双曲线模式" 英文翻译 :    hyperbolic pattern
• "时间曲线模型" 英文翻译 :    stock-time curve
• "双曲线" 英文翻译 :    [数学] hyperbola; hyperbolic curve◇双曲线齿轮 hypoid gear; 双曲线弹道 hyperbolic trajectory; 双曲线导航系统 hyperbolic navigation system; 双曲线导航系统工作区 working region for hyperbolic navigation system; 双曲线定位制 differential distance system; 双曲线对数 hyperbola logarithm; 双曲线 (轨道)彗星 hyperbolic comet; 双曲线喇叭天线 hyperbolic horn; 双曲线雷达系统 hyperbolic radar system; 双曲线流星 hyperbolic meteor; 双曲线脉冲雷达系统 hyperbolic pulsed radar system; 双曲线再入 hyperbolic reentry; 双曲线制[系统] hyperbolic system; 双曲线制导 hyperbolic guidance
• "传输线模型" 英文翻译 :    transmission line model
• "等待线模型" 英文翻译 :    waiting line model
• "输电线模型" 英文翻译 :    model power line
• "水线模型" 英文翻译 :    waterline model
• "拖线模型" 英文翻译 :    tow-line model
• "在线模型" 英文翻译 :    on-line model
• "双曲面，双曲线的" 英文翻译 :    hyperboloid
• "动态基线模型" 英文翻译 :    dbm dynamic baseline model
• "光学天线模型" 英文翻译 :    antenna optical modeling
• "激光天线模型" 英文翻译 :    antenna laser modeling
• "二次曲线模板" 英文翻译 :    conic section template
• "函数曲线模式" 英文翻译 :    function curves mode
• "幕次曲线模式" 英文翻译 :    power curve model
• "生殖曲线模式" 英文翻译 :    model of reproduction cure
• "测地双曲线" 英文翻译 :    geodesic hyperbola
• "超双曲线" 英文翻译 :    ultra-hyperbolic
• "超双曲线的" 英文翻译 :    ultrahyperbolic
• "等边双曲线" 英文翻译 :    equilateral hyperbola
• "等角双曲线" 英文翻译 :    equiangular hyperbola

• 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。
• Based on total stress index of property of statics and dynamics of dam body and dam base materials which obtained from test , utilizing duncan - chang hyperbola model and equipollence linearity model to analysis static state and dynamic stress state affected by earthquake of hada mountain dam body and dam base
  根据试验得到的坝体和坝基材料的静动力学性质的总应力指标，计算中采用duncan ? chang双曲线模型和等效线性模型，分析了哈达山坝体和坝基的静应力状态以及它们在地震作用下的动应力状态。
• Utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give , a primary conclusion . . utilizing static finite element method based on duncan - chang hyperhola modelfound the static stress riele , make the foundation for hynamical finite element analysis . utilizing dynamical finite element method based on equipollence linearity model , found the dynamical stress field and the acceleration field , make the foundation for calculated the safety factor of the dam slop with finite element method
  运用拟静力法的基本原理，对满拉堆石坝的坝坡稳定进行了分析研究，得出了初步结论；采用duncan - chang双曲线模型，用计算土石坝应力及变形的静力有限元程序，对满拉堆石坝进行了静力有限元分析，得到了坝体的静应力场分布，为动力有限元计算打下基础。
• Based on the further study of deformation rule of mgo - mixed concrete , the theory of 3 - d finite element simulation analysis of mgo - mixed concrete arch dam is discussed in this dissertation combining with the example of yangchun mgo - mixed concrete arch dam . moreover , the pertinent simulation analysis software is developed by the author and his colleagues . the main contents are as follows
  本文结合阳春外掺mgo混凝土拱坝，在深入研究外掺mgo混凝土变形规律的基础上，详细论述了外掺mgo混凝土拱坝三维有限元仿真分析的原理，与相关人员一起研制了有关仿真分析软件，其主要研究内容如下： ( 1 )研究分析了mgo混凝土的变形规律，并重点对mgo混凝土的自生体积变形的双曲线模型，尤其对模型中参数变量的推求及模型的建立过程作了详细分析。
• I . e . , the effect of linear and nonlinear analysis , the gradient of pile , the length of pile stick - up , and the horizontal force on the stability of pile stick - up were studied in details . 2 . based on the difference of deformation and failure mechanism for pile side soil and pile toe soil , soil mechanics theory , and results of laboratory experiments and field tests , hyperbolic model and ideal elastic - plastic model were proposed to describe the behavior of the soil adjacent to the pile shaft and the soil at the pile toe , respectively
  2 .根据土的非线性和非弹性特性以及室内与现场试验结果，而且基于桩侧土体与桩端土体在竖向荷载作用情况下的变形和破坏机理不同，提出应采用不同土体模型分别模拟桩侧、桩端土体在打桩过程中所发挥的静阻力，即：建立了桩侧土体双曲线模型，并推导了桩端土体理想弹塑性模型。
• Consequently , to optimize the appearance and structure design of retaining walls , especially to have a deeper understanding of the bearing mechanism of various retaining walls and select city retaining wall type reasonably are of great engineering significances and potential economic effect . based on a thorough analysis of the character and mechanism of city - retaining - wall structures , the design theories , construction technology , new wall types and development tendency are deeply discussed . besides , the characteristics of various types of city retaining wall are discussed , and the usual methods for earth pressure calculation are summarized
  本文在综合分析目前常用城市挡土结构的特点及其受力特性等基础上，针对一般挡土墙设计理论、施工技术、新型结构以及未来的发展趋势进行了深入探讨，论述了城市挡土结构的特点，并对常用土压力理论进行了综述，介绍了城市挡土墙常见的类型，并介绍了常规的设计理论和方法；通过分析比较，优选出锚杆挡土结构和砌块式挡土结构，并从锚杆锚固原理出发，结合工程实践和大量现场试验、对锚杆的抗拔承载力进行了深入研究，提出了用调整双曲线模型法计算锚杆抗拔承载力的方法，对土压力计算方法进行了探讨，对其设计计算方法进行了研究。