| 1. | Reinforcement ratio per unit volume
体积配筋率35 |
| 2. | Ratio of reinforcement
配筋率34 |
| 3. | Balanced steel ratio
平均配筋率 |
| 4. | Critical fatigue reinforcement ratio of concrete beams reinforced by cold - rolled deformed steel bar
冷轧带肋钢筋混凝土受弯构件的疲劳界限配筋率 |
| 5. | A study of limiting values for minimal ratio of longitudinal tensile reinforcement in non - seismic reinforced concrete beams
非抗震梁受拉钢筋最小配筋率取值分析与建议 |
| 6. | Formulas about the relative minimal reinforcement volume ratio and the minimal reinforcement length were deduced
提出了地震作用下加筋带的界限配筋率和其临界长度的计算公式。 |
| 7. | Influences of load ratio , materials strength and ratio of reinforcement on seismic reliability of beams were analyzed
研究了荷载比值、材料强度等级和配筋率对梁可靠度的影响。 |
| 8. | According to the crack wide of the norm , the relationship of the diameter and the rate of the reinforcement are made up
对裂缝宽度以规范允许宽度为依据，建立起钢筋直径与配筋率之间的关系。 |
| 9. | It demonstrates that the seismic measures in low intensity regions , mainly means minimum reinforcement rate , is effective and even excessive strict
说明在低烈度区，以最小配筋率为主的抗震措施是有效的，甚至是过于严格的。 |
| 10. | Effects on the creep and shinkage of loading - age , loading - rate , member thickness , surroundings relative humidity , and ratio of steel area to concrete area are taken into account
该法可以考虑加载龄期、加载速度、构件厚度、环境相对湿度以及截面配筋率对收缩徐变的影响。 |
