limit bridge

英 [ˈlɪmɪt brɪdʒ] 美 [ˈlɪmɪt brɪdʒ]

限量电桥

电力



双语例句

  1. Carra pushed himself to the limit at Stamford Bridge to make up for his lack of match fitness and his reading of the game was phenomenal.
    卡拉在斯坦福桥拼尽了全力以弥补因为长期缺阵对比赛适应性的不足,但他阅读比赛的能力是现象级的。
  2. Based on theory of random energy analysis of train derailment, a new method was put forward to establish the limit value of bridge lateral rigidity with which derailment on bridges can be prevented.
    对发生过脱轨事故的桥梁进行试验和理论分析,发现桥梁横向刚度是影响桥上列车走行安全性的重要因素。
  3. Research on the Load Limit Method for Sub-health Highway Concrete Beam Bridge
    亚健康公路混凝土梁式桥的限载方法研究
  4. Evaluation on Reliability of Serviceability Limit States for Structural Members of Concrete Beam Bridge
    混凝土梁式桥结构构件正常使用极限状态可靠性评估
  5. Research on Initial Deformation Limit Index for Long-span Passenger Dedicated Railway Ballastless Track Bridge
    客运专线大跨度无碴轨道桥梁初始变形限值研究
  6. Research on Wavelet Packet Energy Changeable Limit Index Used in Bridge Alarming System
    桥梁预警系统中小波包能量变异极值指数预警指标的可行性研究
  7. Study on Limit Span of Two-span Self-anchored Suspension Bridge With Single Tower
    单塔两跨式自锚式悬索桥的极限跨度研究
  8. Analysis of Transverse Stiffness Limit of High Speed Railway Long Span Steel Bridge
    高速铁路大跨度钢桥横向刚度限值分析
  9. Study of limit span of arch bridge
    拱桥极限跨度技术研究
  10. Probability analysis of the curvature limit state and ductility of circular RC bridge piers
    圆截面RC桥墩曲率极限状态和延性的概率分析
  11. Applying the step by step approximation, this paper deduces the theory and formulas of calculating the limit carrying capacity of arch bridge on the condition of four hinged destruction.
    以四铰破坏为条件,推导引用逐次逼近法计算拱桥极限承载力的理论方法及计算公式。
  12. A calculation is made in this paper for the minimum thickness limit of the Zhaozhou Arch Bridge and its safety factors under a concentrated live load of98.1KN.
    本文计算了一个集中活荷载(98.1kN)通过赵州桥时拱圈最小厚度和拱厚安全度的变化。
  13. In this paper, based on resisting force model and load model, the limit state equations of RC bridge are established, thus the time-dependent relationship of RC bridge reliability is analyzed.
    本文在抗力衰减模型及桥梁荷载模型的基础上,通过建立耐久性极限状态方程,分析计算桥梁可靠度随时间的变化情况。
  14. The ratio of the actual thickness and the minimum limit characterises the safety of the arch bridge under that loading condition.
    实际厚度和最小厚度之比表征了拱桥在这个荷载下的拱厚安全度。
  15. Many derailment cases on bridge show that derailment on bridges cannot be prevented with the existing limit value of steel bridge lateral rigidity. The reason is that the train running safety on bridge cannot be analyzed by means of the existing method for bridge lateral rigidity analysis.
    多起桥上列车脱轨事故表明:现有铁路钢桥横向刚度限值不能预防列车脱轨,原因是现有桥梁横向刚度限值分析方法不能分析桥上列车走行安全性。
  16. Analysis of lateral rigidity limit value for deck steel plate girder bridge on speed-raised line
    提速线上承式钢板梁桥横向刚度限值分析
  17. An Experimental Study of Vertical Bearing Capacity Limit of Bridge Base Pile
    桥梁基桩竖向极限承载力试验研究
  18. Suggestion for Limit State Design Method of Bridge Structures in Urban Railway Transportation System
    城市轨道交通桥梁按极限状态法设计的建议
  19. Rapid Calculating Formula of Reasonable Time Limit for Railway Track Laying and Bridge Erecting Project
    铁路铺轨架桥工程合理工期速算公式
  20. Study on Limit Value of Bridge Lateral Rigidity for Preventing Derailment
    预防列车脱轨的桥梁横向刚度限值研究
  21. The limit can be broken with PCI-PCI bridge technology.
    通过PCI-PCI桥接技术,能突破这一限制。
  22. The Step by step Approximation in the Analysis of the Limit Carrying Capacity of Arch Bridge
    拱桥极限承载力分析的逐次逼近法
  23. Choice of calculation method of limit bearing capacity for railway bridge pier and abutment
    铁路桥梁墩台极限承载力计算模式的选取
  24. The detailed steps of the method include presentation of condition with safety coefficient for derailment prevention, determination of limit value of bridge lateral rigidity under design speed and check calculations of smoothness and comfort of running train on bridge.
    具体步骤是:建立具有安全系数的预防脱轨条件,确定在设计车速下预防脱轨的桥梁横向刚度限值,代入此值检算桥上列车走行平稳性与舒适性。
  25. The characteristics of this structure both increase the length in bridge applications and can adapt to the limit of short pier bridge environment.
    这种结构特点决定了它在桥梁的应用上既能增加联长又能适应矮墩等复杂的桥位环境的限制。
  26. The analysis method of the limit value of bridge lateral rigidity for derailment prevention is proposed, by which the limit values of lateral rigidity of railway steel bridges on speed-raised line are determined.
    提出了预防脱轨的桥梁横向刚度限值分析方法,算出了提速线钢桥横向刚度限值。
  27. Besides, load-effect combinations are established according to different limit states of bridge design and assessment. The combinations present the consistency between calculating degree of reliability and reliability assessment. 3.
    并针对桥梁结构设计和评估对应的不同极限状态,建立不同的荷载效应组合,保证了可靠度计算结果和可靠性评估的一致性。
  28. Limit for the performance function dosed bridge can not be calculated explicitly express the reliability problems, to introduce the response surface method model complex bridge ultimate performance function, provide the structure of random static analysis and reliability evaluation of theoretical basis and method of support. 3.
    针对复杂桥梁结构极限功能函数不能用显式表达的问题,引入响应面法模拟矮塔斜拉桥极限功能函数,为结构随机静力分析和可靠度评估提供理论依据及方法支撑。
  29. The influence factors, such as ratio of side span to main span, sag-span ratio, stiffness of hangers were studied, and the influence of sag-span ratio for the limit span of self-anchored suspension bridge with mixed girder is greatest. 2.
    研究了边跨主跨跨度比、主缆垂跨比、吊杆刚度等因素对混合梁自锚式悬索桥极限跨度的影响,其中主缆垂跨比对混合梁自锚式悬索桥极限跨度的影响最大。
  30. According to the material limit intensity condition of main cable and stiffening girder of self-anchored suspension bridge with mixed girder, the formula of the limit span of self-anchored suspension bridge was deduced. Both axial force and bending moment on the stiffening girder were considered.
    根据混合梁自锚式悬索桥主缆和加劲梁的材料极限强度条件,推导了混合梁自锚式悬索桥极限跨度的公式,同时考虑了加劲梁的轴力和弯矩。