| 1. | Socket chisel with ferruled handle
套箍柄木凿 |
| 2. | Well - steeled skeins
好铁做的套箍 |
| 3. | Standard specification for labeling and marking of cuffed and uncuffed tracheal tubes and related treatments intended for use during laser surgery
激光外科学用套箍和未套箍气管导管及有关治疗的标记和标志的标准规范 |
| 4. | In the early research , the effect of the confinement index was paid enough attention , but the effect of the eccentric ratio was analyzed by few people
由于套箍系数的影响在以往的研究中得到了充分的认识，而偏心率的影响则没有给予充分的重视。 |
| 5. | The influence of the strength of core concrete , the ratio of steel content , confinement coefficient and loading format on the mechanical properties of rpc filled in steel tube short columns
分析了核心混凝土强度、含钢率、套箍指标、加载方式等参数对极限承载力的影响。 |
| 6. | The influence of several parameters including strength of rpc ( fc ) , hoop coefficient ( ) and ratio of slenderness ( l / d ) on the bearing capacity of rpc filled steel tubular
2 、根据实验结果，分析钢管混凝土短柱轴压的受力性能，探讨rpc强度fc 、套箍系数及长径比l / d对承载力的影响。 |
| 7. | For the cfst member , the more confinement index was , the better mechanical behavior was shown , which included the more significant confined force , larger ultimate load , better ductility
套箍系数对钢管混凝土的力学性能影响非常显著，套箍系数越大，钢管对核心混凝土的约束作用越大，构件的承载力也越大，钢管混凝土的延性也越好。 |
| 8. | The test data of 28 short eccentric cfst columns and 13 short cantilever columns was analyzed thoroughly in this paper . the parameters of confinement index and eccentric ratio to eccentric column ( or axial load ratio to cantilever column ) were the most significant effect factors
本文通过对钢管混凝土偏压和压弯构件试验资料的整理和分析，研究了钢管混凝土梁柱的基本力学行为，参数分析表明套箍系数和偏心率、轴压比对管混凝土力学行为有着显著的影响。 |
| 9. | The specimens of rpc filled in steel tube short columns were studied , and their characters of deflection were analyzed . the tested cures of loading - displacement relationship of rpc filled in steel tube short columns were given and the characters were discussed . a formula for predicting the ultimate bearing capacity of rpc filled in steel tube short columns under axial compression was derived from the limit equilibrium method
分析了钢管活性粉末混凝土短柱的变形特点，模拟了钢管活性粉末混凝土结构的三种加载方式，探讨了该组合结构的工作机理，分析了试件受荷时的变形特点，给出了试件的实测荷载-变形曲线，并分析了套箍指标、加载方式等对钢管活性粉末混凝土轴心受压时的荷载-变形曲线的影响。 |
