| 1. | The superstructure has a depth of 3 ft. 6 in. with a marked camber of 19 ft. 8 in .
上部结构的建筑高度为3英尺6英寸，有19英尺8英寸显著的上拱度。 |
| 2. | Camber of spring
板弹簧拱度 |
| 3. | Controlling the camber of main girder for the overhead travelling crane use for deadweight method
采用自重法控制桥式起重机主梁的上拱度 |
| 4. | The time is longer , the measurement of the springing quantum of the pc beams due to concrete creep is bigger
起拱度因受混凝土徐变的影响随时问的增长而增大。 |
| 5. | This paper presents the structure of the scaffold , as well as setting precamber and decentering techniques
对该支撑拱架的结构、预留拱度设置、拱架卸落等进行了介绍。 |
| 6. | The results demonstrated that the ann is efficient and the theoretical results fit well with that of forecasting the beam camber in construction
分析表明该方法是有效的，与实测预拱度结果较吻合。 |
| 7. | ( 3 ) the deflection upwards of simple supported beam is calculated by the means of unites elastic and plastic analysis into finite - element theory
( 3 )利用混凝土的弹性徐变计算理论对预应力混凝土简支t梁的起拱度进行了编程计算。 |
| 8. | In order to guarantee the stationarity and safety of trains running in high - speed railway , strict limitation on long - term camber of bridges is needed
为保证列车行驶的平稳性和安全性，高速铁路桥梁的徐变上拱度有十分严格的限值。 |
| 9. | The deflection upwards of prestressed concrete beam can be predicted much accurately than before and mastered effectively through the massive work of this paper
通过本文的大量工作证明，预应力混凝土桥梁的起拱度是可以较精确地预估并进行有效控制的。 |
| 10. | ( 2 ) deflection upwards is programmed and estimated precisely on the concise calculation model . ( 3 ) effective methods in design and construction are provided to control over - deformation
( 2 )利用简洁有效的计算模型较精确地预估了预应力混凝土t梁的起拱度，并编制了相应的计算程序。 |
