| 1. | The reason for this is that the analysis takes no account of kinking of reinforcement .
其理由是分析中没有考虑钢筋的纽结。 |
| 2. | Thus the use of these coefficients makes it easy to account for the variation in the prestressing force along the tendon .
因而，应用这些系数使得易于考虑预加力沿钢筋的变化。 |
| 3. | Machine reading of drawings and digital construction
施工图中梁钢筋的自动读取与统计研究 |
| 4. | Cathodic protection of steel in concrete
混凝土中钢筋的阴极保护 |
| 5. | Cooperation of concrete and steel
混凝土与钢筋的联合作用 |
| 6. | Construction drawings - simplified representation of concrete reinforcement
建筑制图.混凝土钢筋的简化表示法 |
| 7. | Concrete cover to reinforcement
钢筋的混凝土保护层 |
| 8. | Standard specification for epoxy - coated prefabricated steel reinforcing bars
环氧树脂涂覆的预制钢筋的标准规范 |
| 9. | ( 5 ) monitoring corrosion of rebars by compression sensitivity of cfrc
( 5 )利用cfrc的压敏性监测混凝土中钢筋的锈蚀。 |
| 10. | The problem three is the connection methods and the connection quality of reinforcement
3钢筋的连接方法和连接质量问题。 |
