偏心受压柱的英文

• eccentrically loaded column

• "偏心"英文翻译    partiality; bias
• "受"英文翻译    receive; accept
• "压"英文翻译    press; push down; hold down; ...
• "中心受压柱" 英文翻译 :    centrally compressed column
• "偏心受压" 英文翻译 :    eccentric compression
• "偏心受压的" 英文翻译 :    eccentrically compressed
• "偏心受压构件" 英文翻译 :    eccentric compression member
• "大偏心受压构件" 英文翻译 :    compression member with large eccentricity; compression member with small eccentricity
• "小偏心受压构件" 英文翻译 :    compression member with small eccentricity; compressive strength at an angle with slope of grain
• "轴心受压" 英文翻译 :    axial compression
• "偏心受拉" 英文翻译 :    eccentric tension
• "中心受压构件" 英文翻译 :    centrally compressed member
• "轴心受压性能" 英文翻译 :    axial compressive property
• "偏心受拉构件" 英文翻译 :    eccentricity tension member
• "轴心受压构件稳定" 英文翻译 :    stability reduction coefficient of axially loaded compression
• "轴心受压构件稳定系数" 英文翻译 :    stability reduction coefficient of axially loaded compression
• "压柱" 英文翻译 :    compression leg
• "受压" 英文翻译 :    in compression
• "高压柱" 英文翻译 :    high-pressure column
• "加压柱" 英文翻译 :    pressure column; pressured column
• "气压柱" 英文翻译 :    barometric column; barometric leg
• "偏心" 英文翻译 :    1.(不公正) partiality; bias 聪明的老师从不显露偏心。 a wise teacher never shows favouritism. 老师对他偏心。 the teacher shows partiality to him. 他丝毫不偏心。 he's absolutely impartial.; he is free from any bias.2.[机械工程] eccentric; off-centre; offset; running out; 偏心齿轮 eccentric gear; 偏心力 eccentric force; 偏心律 linear eccentricity; 偏心率 eccentricity; eccentricity ratio; 偏心轮 wobbler; eccentric wheel; eccentric sheave; 偏心凸轮 eccentric cam
• "甘心受罚" 英文翻译 :    kiss the rod
• "岩心受冲刷" 英文翻译 :    flushing of core
• "轴心受拉" 英文翻译 :    axial tension; axialte ion

• ( 5 ) the reliability analysis of concrete columns under axial and eccentric compression was performed
  5 、对混凝土轴心受压柱和偏心受压柱进行了可靠度分析。
• Experiments are conducted to investigate the behavior of 9 columns including 6 strengthened specimens and 3 comparative ones under large eccentric loading
  本文对9根大偏心受压柱进行了研究，其中6根为加固柱， 3根为对比柱。
• Experimental results indicate that the strength capacity , stiffness of columns have a certain extent increasing as a result of the action of cfrp , repaired columns " cracks show little and distribute uniformly . the ultimate strength and ductility of column improved due to the transverse strengthening with cfrp and display more distinct benefit when strengthened by the combined action of the longitudinal and the transverse straps of cfrp . in addition , many parameters including anchorage length of cfrp , thickness of cfrp are considered on the effects of cfrp on strength , and failure modes of columns
  试验结果表明，大偏心受压柱受拉面纵向粘贴碳纤维布后，偏压柱承载力和抗弯刚度有一定程度的提高，裂缝宽度减小且分布均匀；碳纤维布横向粘贴偏压柱对偏压柱的承载力和延性有一定的提高；纵横向混合粘贴大偏压柱加固效果更显著；混凝土强度低于c20级时，不适合采用碳纤维布粘贴加固。
• In this thesis , the experimental research of the behavior of high strength concrete axial compression columns and eccentric compression columns under non - uniform temperature field are conducted . from the experimental analysis , the variational regularity of ultimate load capacity and deformation of high strength concrete compression - flexure members under non - uniform temperature field is obtained . the influences of different factors including temperature , stirrup contents , strength grade of concrete , pre - loading level , eccentricity and different loading - temperature paths to refractory capability of members are investigated
  文中还对高强混凝土轴心受压柱和偏心受压柱在不均匀温度场下的力学性能进行了试验研究，通过试验分析了高强混凝土压弯构件极限承载力和变形在不均匀温度场下的变化规律，考察了不同升温温度、箍筋用量、混凝土强度等级、预加荷载水平、荷载偏心以及荷载?温度途径等对构件耐火性能的影响，通过试验量测，得到了构件的截面温度场。
• Based on plane section assumption , this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp , and makes a simplification of the methods . a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp , calculating results compare well with experimental data
  本文在平截面假定的基础上分别推导了碳纤维布纵向粘贴大偏心受压柱的正截面承载力校核和截面加固基本计算公式，并对公式进行了相应的简化；运用fortran语言编制相应程序对纵向粘贴碳纤维布大偏压柱进行了数值分析，本文公式计算结果和程序计算结果均与试验结果吻合良好。
• The experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse cfrp . in addition , the excessive eccentrically loaded columns have a more notable effect as a result of strengthening with the combination of longitudinal and transverse cfrp . the increasing degree of strengthening columns ’ bearing capacity reduces while the volume of cfrp increases
  试验结果表明,碳纤维布横向加固偏压柱时,其承载力和延性均有一定程度的提高;对于大偏心受压柱,纵横向联合粘贴碳纤维布的加固效果非常明显;随着cfrp加固层数的增加,构件承载力的提高幅度减小。
• By combining monte carlo simulation and numerical calculation methods , the mean values and standard deviations can be obtained . and considering the relativity of axial force and bending moment of the loading effects , the reliability index of reinforced concrete and steel reinforced concrete columns with eccentric compression was calculated by the checking point method . also all kinds of influencing factors were analyzed
  通过monte ? carlo模拟和数值计算相结合的方法得到构件抗力均值和标准差，考虑荷载效应中轴力和弯矩的相关性，采用验算点法计算了钢筋混凝土和型钢混凝土偏心受压柱的可靠指标并分析了各种因素的影响。

• 偏心受压柱的日语：へんしんあっしゅくちゅう