| 1. | Corrosion - resistant and lubricating grease specialized for unbonded tendons
无粘结预应力筋专用防腐润滑脂 |
| 2. | Technical specification for concrete structures prestressed with unbonded tendons
无粘结预应力混凝土结构技术规程 |
| 3. | Analysis of undetermined prestressed slab with varying thickness using unbonded tendons
超静定无粘结预应力变截面楼板结构的分析 |
| 4. | This article provides the reference for the application of partially prestressed concrete frames with unbonded tendons in earthquake area
本文的研究为无粘结部分预应力混凝土框架在地震设防区域的应用提供参考。 |
| 5. | But it is seldom reported how is the behavior of the partially prestressed concrete frames with unbonded tendons under the low - cyclic loading
而无粘结部分预应力混凝土框架结构在反复荷载作用下的性能如何，却鲜见报道。 |
| 6. | In earthquake area , many engineers used concrete structure with unbonded tendons . but people still has lots of different opinions about its seismic behaviors
无粘结预应力混凝土结构在地震设防区域的应用越来越广泛，但对其抗震性能的认识存在较大的分歧。 |
| 7. | Up to now , the prestressed concrete with unbonded tendons has been widly used in the field of bridge , civil and architecture engineering . this technique has been used to port engineering in japan and american
目前，无粘结预应力结构在桥梁、土建等领域得到了广泛的应用，日本、美国等国家已将此项技术应用于港口工程中。 |
| 8. | The prestressed concrete with unbonded tendons has developed in china for recent ten years . this improves normal post - tensioned prestressed concrete construction method and simplifies construction technique
无粘结预应力混凝土技术在我国是近十年来发展起来的，它改进了通常的后张预应力施工方法，简化了后张预应力施工工艺。 |
| 9. | The results show that the performances of precast prestressed beam - to - column concrete connections with unbonded tendons are equal or superior to that of a monolithic connection in terms of ductility and displacement - restoring capacity
结果表明，无粘结预应力装配式混凝土框架连接具有良好的耗能能力，在延性和变形恢复能力上比现浇连接更优。 |
| 10. | In engineering construction , the unbonded tendons can be laid within moulding board like non - prestressed steel according to the designing requirements and can be tensioned and anchored when the concrete reaches designing strength
在施工时，无粘结筋可如同非预应力钢筋一样，按设计要求铺放在模板内，待混凝土达到设计强度要求后，再张拉锚固。 |
