移动载荷的英文

• moving load
• shifting load
• travelling load
• travellingload

• "移动"英文翻译    shift; move
• "载荷"英文翻译    load; loading
• "可移动载荷" 英文翻译 :    movable load
• "动载荷" 英文翻译 :    [航空] live load; dynamic load; moving load(ing)
• "摆动载荷" 英文翻译 :    oscillating load
• "变动载荷" 英文翻译 :    fluctuating load; varying load
• "波动载荷" 英文翻译 :    fluctuating load
• "垂直动载荷" 英文翻译 :    vertical dynamic load
• "动载荷表" 英文翻译 :    dynamic load chart
• "动载荷系数" 英文翻译 :    dynamic factor; dynamic load factor
• "动载荷应力" 英文翻译 :    live load stress
• "滚动载荷" 英文翻译 :    rolling load
• "晃动载荷" 英文翻译 :    slosh load
• "活动载荷" 英文翻译 :    disposal load; live load; removable load; running load; traveling load
• "均布动载荷" 英文翻译 :    moving uniform load
• "可动载荷" 英文翻译 :    movable load
• "流动载荷" 英文翻译 :    running load
• "脉动载荷" 英文翻译 :    fluctuating load; pulsating load; pulsed load
• "启动载荷" 英文翻译 :    breakout load
• "气动载荷" 英文翻译 :    aerodynamic loading
• "瞬时动载荷" 英文翻译 :    transient dynamic load
• "行动载荷" 英文翻译 :    running load
• "振动载荷" 英文翻译 :    oscillating load; vibration force; vibration load
• "制动载荷" 英文翻译 :    brake load; holding load
• "滚转机动载荷" 英文翻译 :    rolling maneuvering load

• The dynamic moving load identification model with the non - fixed velocity in time domain is established
  摘要桥梁结构的移动载荷识别技术是桥梁工程建设的技术难点之一。
• It is a good assurance for reliability and security of road surface structure to identify pavement moving loads accurately
  准确识别路面移动载荷是确保公路路面结构可靠性与安全性的重要保证。
• Results show that the model is suitable for the moving load identification of the bridge and provides a foundation for the development of the dynamic moving load identification
  该模型适用于桥梁结构的移动动态载荷识别，为移动载荷识别技术的发展打下一定的基础。
• During the study , we introduce a new method named the changeable static load method to analyze road response under moving vehicle , and finally solve the problem with fem
  在研究过程中，作者提出了静荷转化法，并引入动力计算的有限元数值算法，解决移动载荷或随机载荷作用下路面响应的分析问题。
• The key technology of the moving load identification is realized with the certain precision by using the generalized ortho - polynomial method , and the dynamic moving load identification model in generalized ortho - polynomial domain is established
  本文在载荷匀速移动的基础上，将时域识别的方法推广运用到变速运动的载荷，运用广义正交变换技术研究了移动载荷识别的新方法，并推导出了在广义正交域下移动载荷识别的数学模型。
• Now , the scholars of internal and overseas pay close attention to the mechanics function of sfrc , such as in the references [ 3 , 13 , 14 , 16 , 23 , 27 , 28 , 29 ] , and so on . however , in the practice pavement engineering project , the sfrc is given not only the effect of vehicle and shock load , but also the effect of the temperature changes and sun radiation . therefore , the temperature and load stress are the main factor of the damage of the rigid pavement structure . because of the existent of the temperature stress , the sfrc pavement structure may be destroyed by the expand of crack . therefore , the research and analysis of the temperature load and stress of sfrc pavement structure are important to control the crack of sfrc pavement structure
  目前，国内外学者对钢纤维混凝土的研究着重于钢纤维混凝土的力学性能，如文献[ 3 ， 13 ， 14 ， 16 ， 23 ， 27 ， 28 ， 29 ]等。而钢纤维混凝土在实际路面工程的应用中，不仅要受到路面车辆移动载荷和冲击载荷的作用，还要承受路表的温度变化及日辐射的作用，所以温度应力与车辆荷载应力同样都是刚性路面产生破坏的主要因素。由于温度应力的存在，会引起钢纤维混凝土路面板结构产生裂纹。
• The influence such as the arranging of measurement sensors , wavelet ’ s resolution ( related to sampling frequency ) is also discussed . conclusions are : ( 1 ) there is critical resolution existing in moving force identification . when the resolution is lower , large local error arises , and when higher , good results will be present
  本文还研究了小波分辨率(与信号采样频率关联) 、测点排布等因素对识别结果的影响,得出如下结论: daubechies ( 1 )在车桥系统的移动载荷和预应力识别过程中存在临界分辨率,低于此分辨率会导致产生局部较大误差,高于它时识别效果良好,且随着分辨率的增大会有微小改善。
• The main idea makes use of daubechies orthonormal bases to transform the differential equations into linear equations in wavelet space , and then solve the set of simultaneous equations to get the solution , transform the solution back into physical space to identify the moving loads or the prestressing force . numerical simulations demonstrate the efficiency of the method using selected measurements
  该方法的思路是先对车桥系统进行有限元建模,再利用小波基将动力学方程导入小波空间,求解关于响应与载荷的小波系数的线性方程组得到载荷小波系数,重新导入到物理空间求得所需识别移动载荷。
• The load environment of bridges is a very important factor for bridge maintenance and condition assessments 。 many researchers have paid great attentions to the moving loads on the bridge . the bridge - vehicle system is modeled by two axles vehicle model and simple - supported beam ( include prestressing force or not ) . using wavelet - galerkin method for solving equation of motions , a new moving force identification method is developed in this thesis based on finite element method
  在基于车桥系统移动载荷识别的有限元法的基础上,引入了微分方程求解的小波伽辽金法,将小波分析的方法应用于移动载荷识别当中,建立了一种基于有限元和小波伽辽金法的一种新的车桥系统移动载荷识别方法。

• 移动载荷的日语：いどうじゅうりょう