轴压力的英文

• axial compression
• axial pressure

• "轴"英文翻译    axle; shaft
• "压力"英文翻译    pressure; tension
• "承压, 承轴压力" 英文翻译 :    bearing pressure
• "单轴压力" 英文翻译 :    uniaxial compressive force
• "曲轴压力机" 英文翻译 :    crank press; crank shaft press; crank type press; crank-type press; crankshaft press
• "三轴压力室" 英文翻译 :    triaxial cell
• "中轴压力盒" 英文翻译 :    axial cell
• "双轴压缩,双轴压力" 英文翻译 :    biaxial compression
• "单曲轴压力机" 英文翻译 :    single crank press; single-crank press
• "三轴压力管室" 英文翻译 :    triaxial cell pressure chamber
• "三轴压力试验" 英文翻译 :    triaxial compression test
• "三轴压力圆筒" 英文翻译 :    triaxial cell pressure cylinder
• "双曲轴压力机" 英文翻译 :    double crank press; double-crank press; double-crankpre
• "车轴压力均衡梁" 英文翻译 :    axle pressure equalizer
• "单柱曲轴压力机" 英文翻译 :    frame crank press
• "三轴压力试验仪" 英文翻译 :    triaxial compression apparatus
• "双点曲轴压力机" 英文翻译 :    double-point crank press
• "四点曲轴压力机" 英文翻译 :    four-point press
• "四曲拐曲轴压力机" 英文翻译 :    four-point press
• "轴压" 英文翻译 :    axial load
• "曲柄式压床 曲轴压力机" 英文翻译 :    crankshaftpress
• "轴压比" 英文翻译 :    axial compression ratio; ratio of axial compressive force to axial compressive ultimate capacity of section
• "单轴压缩" 英文翻译 :    uniaxial compression
• "单轴压缩机" 英文翻译 :    single shaft compressor
• "单轴压应力" 英文翻译 :    einachsige druckbeanspruchung uniaxial compression load

• A research on the characteristics of rock damage development under uniaxial compression
  单轴压力作用下岩石损伤演化特征研究
• Research on limit values of axial compression ratio of steel high - strength reinforced concrete columns
  钢骨高强混凝土柱轴压力系数限值的研究
• According to the test results , the limited values of axial compression ratio and limited values of axial force for high strength concrete column reinforced with concrete filled steel tube are proposed based on the condition of displacement ductility needed for earthquake - resistance
  从确保满足抗震所需要的位移延性这一条件出发，提出了核心柱轴压比和轴压力限值系数的建议值。
• For eliminating these shortages , a digital imaging processing technique is developed to measure the deformation of triaxial specimen . the concrete work includes hardware preparation , software development and modification of some attachments of general triaxial apparatus
  在此基础上，开发研制了适用于土工三轴试验的数字图像测量系统，具体工作包括三轴压力室的改制、硬件配备和软件开发等。
• An equation to calculate ultimate shear - resistant capacity of src column and steel beam joint is discussed , with consideration of the actions of concrete , steel web and horizontal hoop . the effects of axial press and steel wing under loads are also discussed
  探讨考虑混凝土、型钢腹板、箍筋共同贡献的劲性柱?钢梁节点极限抗剪承载力计算公式，并就轴压力、翼缘在节点受力过程中的作用进行了分析与评价。
• According to the test results of seismic behavior experiments , the limited values of axial compression ratio and limited values of axial force for high strength concrete columns reinforced with concrete filled steel tube are proposed based upon the condition of displacement ductility needed for earthquake - resistance
  从确保满足抗震所需要的位移延性这一条件出发，在抗震性能试验的基础上，提出了核心柱轴压比和轴压力限值系数的建议值。
• When the axial compression ratio increases more than 0 . 42 , the variation of the displacement ductility ratios is small ; when the stirrup ratio per unit volume increases more than 1 . 9 % , the displacement ductility increases slowly ; with increasing the shear span ratio a , the displacement ductility increases for , < 1 . 5 , decreases for > 1 . 5
  当轴压力系数增加到0 . 42以后，位移延性的变化较小；体积配箍率增加到1 . 9 %后，位移延性的增长减缓；当剪跨比小于1 . 5时，型钢混凝土柱的延性系数随剪跨比的增加而提高；但当剪跨比大于1 . 5时，随着剪跨比的增加，型钢混凝土柱位移延性系数有所降低。
• Fifty concrete filled thin - walled steel tubular stub columns were axially tested , where diameter ( width ) to thickness ratio was selected as the main varied parameter . the behaviour of concrete filled thin - walled steel tubular stub column was analyzed , and the simplified calculation method of bearing capacity was discussed . based on the current test results and those reported in the literature , the upper limits of d / t and b / t of cfst members were recommended
  以截面径(宽)厚比为基本参数,进行了50个薄壁钢管混凝土轴压力学性能的实验研究,考察了薄壁钢管混凝土的轴压力学性能,并对其轴压强度的计算方法进行了探讨,基于本文和其他研究者的实验结果,建议了钢管混凝土构件截面合理的径(宽)厚比限值。

• 轴压力的日语：じくあつりょく