| 1. | Stress analysis of eccentrically loaded steel - framed reinforced high - strength concrete columns
钢骨高强混凝土偏压柱受力分析 |
| 2. | Coefficient of equivalent bending moment of eccentrically loaded steel memher beam - column okok . org
钢压弯构件等效弯矩系数58 |
| 3. | On resonant frequency shifts of a conducting sphere resonantor eccentrically loaded with a small reciprocal chiral sphere
互易手征小球偏心加载导体球谐振腔研究 |
| 4. | 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。 |
| 5. | 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。 |
| 6. | 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。 |
| 7. | 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。 |
| 8. | 2 comparison of calculation methods for bearing capacity of cfstc under eccentrically loading concrete filled steel tubular columns are the keys to solve the problem of " stout column " in tall building . there is not much research about characteristics of concrete filled steel tubular in tall building in our national and abroad
二对钢管混凝土柱偏心受压承载力的计算方法的分析研究钢管混凝土柱是解决高层建筑中“胖柱”问题的关键，但有关钢管混凝土高层建筑工作特性问题，目前国内外的研究并不多。 |
| 9. | 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。 |
| 10. | 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。 |
