curve of loads meaning in Chinese
负载曲线
载重曲线
Examples
- The experimental curve of load - deflection is imitated through computer and compared with
经与试验结果的对比分析，得到isorod筋混凝土梁的d值为1 - It could be seen that the curve of settlement and load of pile , the distribution of axial force on the pile top , the curve of load on cap and axial force on the top pile obtained with numerical analysis were agreed with those measured in centrifugal model test
分析结果表明，数值分析所得承台沉降与承台荷载的关系曲线、桩顶轴力分布、桩顶轴力随承台荷载变化的关系曲线，与其离心模型试验实测成果较一致。 - Abstract : in this paper , the kinematically admissible velocity fields are established by using the metal flow patterns based on the experiments , and the configuration dimensions of billet and the curves of load - stroke in precision forging process for spur gear from solid billet are simulated on computer by upper bound method . the results acquired in the simulation are in good agreement with those obtained in the experiments
文摘:本文利用有实验根据的变形流动模式建立动可容速度场，利用上限法模拟用实心坯料精锻直齿圆柱齿轮时坯料的外形尺寸变化和力?行程曲线，所得结果与实验测定值很一致，可供冲挤精锻工艺设计参考。 - 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。 - Observing the mechanics and effect of the new strengthening method with test and finite element method is supposed to offer a guide for technology and become valuable in theory and practice . both compression test , including four reinforced and three control specimens , and shear - compression test , including nineteen reinforced and four control specimens are being studied in this paper . the research on the curves of load - strain , load - deflection and hysteretic shows that the transverse translation of the reinforced columns is well controlled with an upgrading of both ductility and ultimate bearing capacity ( ubc )
本文对4根钢丝网外喷高强砂浆加固钢筋混凝土柱和3根对比钢筋混凝土柱进行了轴压试验研究，并对19根加固钢筋混凝土柱和4根对比钢筋混凝土柱进行了剪压试验研究；通过对试件荷载-应变曲线、荷载-挠度曲线和滞回曲线等的研究表明，采用该加固方法能有效的约束柱子横向变形，并对提高钢筋混凝土柱的极限承载力和延性有明显的效果；同时根据理论及加固机理分析提出了适应于此加固方法的轴压极限承载力计算公式。