eccentrically loaded column造句

• Necessarily , this paper is engaged to research the behavior of reinforced concrete eccentrically loaded column strengthened with cfrp
  本文在广州市建设科技发展基金项目( 9908 )资助下进行粘贴碳纤维布加固钢筋混凝土柱的试验与研究。
• The bearing capacity and ductility of eccentrically loaded columns strengthened with cfrp have been researched , based on the test of 9 rc columns
  本文通过9根钢筋混凝土柱的试验研究,研究了cfrp加固偏压柱后对其承载力和延性的影响。
• A load - displacement full - process analyzing program of cfrp - confined rc eccentrically loaded columns is given . the computed results of load - displacement coincide with test results
  编制荷载-挠度全过程计算程序对碳纤维布约束偏压柱进行数值分析，程序计算曲线与试验曲线吻合良好。
• It restricts the development and application of this technology that a concrete column is strengthened with cfrp . so it is very necessary that the bearing performance of eccentrically loaded column wrapped cfrp is researched
  其限制了cfrp加固混凝土柱技术的推广和应用,有必要对cfrp加固混凝土偏压柱的受力性能进行研究。
• 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。