| 1. | Spirally reinforced column
配螺旋钢箍筋柱 |
| 2. | Column with steel hooping
螺旋箍筋柱 |
| 3. | Spacing of stirrups
箍筋间距33 |
| 4. | Stirrup joints ( congruence ) should be staggered in the last two of erect steel
箍筋的接头（弯钩叠合处）应交错布置在两根架立钢筋上 |
| 5. | The probability nature of curvature ductility factor of rectangular reinforced concrete columns with rectangular hoops was analyzed
分析了受矩形箍筋约束的矩形截面柱曲率延性系数的概率特性。 |
| 6. | There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups
钢纤维与箍筋之间在提高钢筋混凝土梁斜截面承载力方面不存在“藕合增强效应” 。 |
| 7. | ( 3 ) the beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall " s width
节点区的宽梁箍筋对于凸出在墙外的宽梁上部纵筋的锚固具有比较重要的作用。 |
| 8. | The testing results indicate that this kind of members can worked well and resist the shear as the members reinforced with the common stirrup
试验结果表明，构件受力性能稳定，与普通箍筋一样可以起到抗剪作用。 |
| 9. | According to the test of the shear beams reinforced with the stirrup of hrb400 steel bars , the mechanical property of stirrup in the members is studied
通过hrb400级钢筋作箍筋的不同剪跨比的受剪梁的试验，分析了此类钢筋作箍筋的受力情况。 |
| 10. | If the quantity of the beam stirrups is not enough , the wide beam would have more crack in the joint area thus decrease bearing capacity and ductility of joints
如果节点区的宽梁箍筋数量不足，宽梁在节点区将出现较多斜裂缝，最终使结构的承载力和延性变差。 |
