实测荷载的英文

• measured load

• "荷载"英文翻译    load
• "实测" 英文翻译 :    actual measurement; observation
• "测荷计" 英文翻译 :    loadometer
• "测荷仪" 英文翻译 :    loadometer
• "荷载" 英文翻译 :    load◇荷载电抗 load reactance; 荷载率 load rate; 荷载曲线 load curve; 荷载图 load diagram; 荷载系数 load factor
• "实测标" 英文翻译 :    half-mark
• "实测流" 英文翻译 :    observed current
• "实测面" 英文翻译 :    effective surface
• "实测图" 英文翻译 :    measured drawing; surveyed drawing; surveyed map; work as executed drawing
• "实测值" 英文翻译 :    actual measured value; observed value; recorded value
• "测量值（实测值）" 英文翻译 :    measured value
• "诚实测试" 英文翻译 :    honesty tests
• "诚实测验" 英文翻译 :    honesty test
• "定位；实测船位" 英文翻译 :    fix position
• "核实测量" 英文翻译 :    confirmatory measurement
• "实测波高" 英文翻译 :    observed wave height
• "实测潮位" 英文翻译 :    observed tidal height; observed tide height
• "实测储量" 英文翻译 :    measured reserve; observed reserves
• "实测船位" 英文翻译 :    fix position
• "实测点据" 英文翻译 :    measured points
• "实测读数" 英文翻译 :    observation reading
• "实测断面" 英文翻译 :    measured profile
• "实测方位" 英文翻译 :    measured direction
• "实测方向" 英文翻译 :    observed direction
• "实测功率" 英文翻译 :    measured power

• Adopting the deformation harmony theory , the numeric calculation of the curve of load versus settlement is made . the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated . hence , under the condition of few or no static load test data , the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity , static cone penetration test and modification coefficient of depth , so it is remarkable to reduce the blindness of preliminary design of pile
  通过室内试验及原位测试指标进行理论计算与现场实测值的对比，笔者引入了施工工艺修正系数k _ ( c1 )和k _ ( c2 )及深度修正系数，使理论计算值与现场实测值具有良好的一致性，进而通过变形协调理论对荷载?沉降曲线进行数值计算，并用不同施工工艺的实例说明了理论计算荷载?沉降曲线与实测荷载?沉降曲线的拟合效果，从而达到可在不做静载荷试验或少做静载荷试验的情况下通过剪切波速和静力触探试验指标以及施工工艺修正系数等预测黄土地基中钻孔灌注桩承载性状，这对于工程初步设计中减少设计的盲目性具有十分重要的现实意义。
• The specimens of rpc filled in steel tube short columns were studied , and their characters of deflection were analyzed . the tested cures of loading - displacement relationship of rpc filled in steel tube short columns were given and the characters were discussed . a formula for predicting the ultimate bearing capacity of rpc filled in steel tube short columns under axial compression was derived from the limit equilibrium method
  分析了钢管活性粉末混凝土短柱的变形特点，模拟了钢管活性粉末混凝土结构的三种加载方式，探讨了该组合结构的工作机理，分析了试件受荷时的变形特点，给出了试件的实测荷载-变形曲线，并分析了套箍指标、加载方式等对钢管活性粉末混凝土轴心受压时的荷载-变形曲线的影响。
• Then , mechanical responses of pavement structures were analyzed with elasticity theory , based on actually applied pattern of heavy loading , analysis method of ultimate bearing capacity of pavement structures was proposed , and the factors affecting ultimate bearing capacity were analyzed also , which provided a theoretical basis for the restriction of alex load
  其次,根据实测荷载作用面积和计算轮胎接地压力,计算了重荷载作用下水泥混凝土路面结构的力学响应,提出了分析混凝土路面极限承载力的方法,并分析了极限承载力的影响因素,为限载提供了理论依据。