load-deflection curve中文是什么意思

• 负荷-挠度曲线
• 载荷-挠度曲线
• 载荷变形曲线
• 载荷偏转曲线

• "load"中文翻译    n. 1.装载，担子；负担；工作(负荷)量。 2.(车船 ...
• "curve"中文翻译    n. 1.曲线；弯曲；弯曲物。 2.曲线规 (＝Fren ...
• "load deflection curve" 中文翻译 :    荷重挠度曲线; 载荷挠曲变形曲线
• "load time deflection curve" 中文翻译 :    荷载时间挠度曲线
• "deflection curve" 中文翻译 :    变曲曲线; 挠度曲线; 挠曲曲线; 挠曲线
• "load deflection" 中文翻译 :    加载位移
• "curve of load" 中文翻译 :    载荷曲线
• "load curve" 中文翻译 :    负荷的曲线; 负荷曲陷; 负荷曲线；钻压曲线; 负荷曲线图; 负载曲线; 载荷曲线; 载重曲线,负荷曲线; 钻压曲线
• "no load curve" 中文翻译 :    空转特性
• "no-load curve" 中文翻译 :    空载曲线; 空转特性
• "bridge deflection curve" 中文翻译 :    桥梁挠度曲线
• "energy deflection curve" 中文翻译 :    能量变形曲线
• "loadtime deflection curve" 中文翻译 :    荷载时间挠度曲线
• "bed load deflection apron" 中文翻译 :    挑沙护坦
• "compression deflection load" 中文翻译 :    压缩挠曲载荷
• "compression-load deflection" 中文翻译 :    压缩负荷变形
• "dead load deflection" 中文翻译 :    固定静负荷挠曲
• "dead-load deflection" 中文翻译 :    固定静负荷挠曲; 静载挠度
• "deflection temperature under load" 中文翻译 :    载荷挠曲温度
• "deflection temporature under load" 中文翻译 :    载荷挠曲温度
• "deflection under load" 中文翻译 :    载荷挠曲
• "indentation load deflection" 中文翻译 :    残余针入度
• "load deflection of tire" 中文翻译 :    轮胎下沉量
• "load-deflection diagram" 中文翻译 :    荷载-挠度图; 载荷挠度曲线图; 载荷挠度图
• "model of the load-deflection relation" 中文翻译 :    负荷

• 3 . the test study indicates that the load - deflection curves of frp reinforced concrete beams reinforced can be divided into two linear stages through the boundary point of initial cracking
  试验研究表明，纤维增强塑料筋混凝土受弯构件的荷载挠度曲线以截面初裂为界限点分为两个线形阶段。
• According to the behaviors of diagonally - loaded frames , effects of infill material property and frame stiffness on performance of infilled frames are investigated . 2 . based on result of lateral actions test , gives load - deflection curves for infilled frames
  对斜向加载的墙板单元进行了试验研究，分析了填充块材料性能、框架梁柱刚度等因素对墙板单元力学性能的影响。
• Crack development and failure modes , longitudinal reinforcement strain distributions and load - deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam
  通过与试验结果的对比，在开裂形态、破坏形式、纵筋应变分布及荷载位移曲线等局部与整体反应层次上，评价了扰动应力场模型模拟深受弯简支梁受力性能的适用性。
• And the calculated results closely coincide with experimental results . furthermore , the paper , through applying the improved algorithm to the load - deflection curve and secondary load , also the calculated curves closely coincided with experimental results ( showed as chart 3 . 17 - 3 . 20 )
  本文还将改进的算法运用于粘贴加固受弯构件的荷载?挠度曲线和二次受力问题的计算中，得出与试验结果吻合较好的计算曲线(图3 . 17 3 . 20 ) 。
• The increment - iteration solution strategy is adopted in the nonlinear finite element analysis . arc - length method and the incremental plastic reversibility procedure are used to find the complete load - deflection curve and deal with elastic unloading occurring in elasto - plastic analysis
  有限元分析中采用增量?迭代方法，结合弧长法和塑性增量可逆的假定，可以计算出完整的荷载位移曲线，并考虑弹塑性问题中可能出现的弹性卸载问题。
• The further research in port engineering pile foundation is considered to be important of such as behavior and bearing capacity of laterally loaded single piles and pile groups , and the functional mode of wharf foundation pile under flood tide torrent , and load - deflection curve , and negative skin friction along the pile , et al . the bearing capacity and the negative skin friction of port engineering piles are analyzed , to satisfy port engineering development demand better
  在港口桩基工程领域，港口工程水平承载(群)桩的工作性状以及承载力计算方法，涨潮急流等动态荷载作用条件下码头基桩的受力性状，桩的作用荷载与变位趋势关系、桩的负摩擦等问题都要求作进一步的研究。本文致力于以港口工程桩基为主要研究对象，对港口工程(群)桩基水平承载力和负摩擦力进行研究，以更好地满足港口工程建设需要。
• As numerical examples , a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered . the complete load - deflection curve is obtained and compared with the corresponding experimental results . the comparison demonstrates the validity and accuracy of the proposed method
  应用编制的计算程序，首先对一配有工字型钢的矩形截面长柱进行了计算分析，获得了长柱的荷载-挠度全过程曲线，并与试验结果作了比较，验证了计算程序的正确性和有效性。
• The load - deflection curve , the load - strain curve , earth pressure and distribution of sub - grade contact pressure under concentrated load , moving load and load at the side of the coal unloading chute respectively are obtained and discussed ; the whole process from cracking to failure are studied
  分别对其在集中荷载、移动荷载及堆载等作用下的侧向土压力、基底反力的分布情况以及结构构件的荷载?应变规律、荷载?挠度变化规律和结构从开裂到破坏的全过程进行了试验研究和理论分析。
• As soon as the normal section cracks , the crack firstly appears in the flexural region . at this moment , the load - deflection curve has a turning point . with the increase of the load , the rigidity of the beam decreases compared with that before cracking because of the development of cracks in flexural region , and the formation and development of diagonal cracks toward the loading point , the load - deflection curve is basically linear till the beam fails
  正截面开裂前，荷载挠度曲线基本为线性，截面刚度较大；正截面开裂时，裂缝先在纯弯段出现，荷载挠度曲线出现转折点，随着荷载的增加，纯弯段正裂缝的发展以及剪跨段斜裂缝的产生并向梁的受压区加荷点发展，使梁的刚度较截面开裂前减少，荷载挠度曲线也基本为线性直到梁破坏。

• load-deflection curve 意味
• load-deflection curve meaning
• load-deflection curve перевод
• load-deflection curveとは意味load-deflection curve 荷重-たわみ曲線[化学]〈99確K6900:プラスチック―用語〉; 荷重-撓み曲線[化学]