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This article provides the reference forthe 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。

The research achievemrnt of this paper has a useful reference to the design and construction of Prestressed Concrete with Unbonded Tendons structures.

本文研究成果对无粘结预应力混凝土结构的工程设计与施工均具有一定的参考价值。

Bonded and unbonded prestressed concrete frames are tested and analysed up to failure.

本文进行了有粘结和无粘结预应力混凝土框架的反复荷载试验。

This system combined with unbonded and bonded prestressed concrete system to develop the traditional prestressed techniques.

该体系将后张法中的无粘结和有粘结预应力混凝土体系相结合,使传统的预应力技术有了更新的发展。

It is difficult to analyze unbonded prestressed beams by commercial finite element programs with conventional methods.

同时,本文解决了商用有限元程序难以按常规方法分析无粘结预应力梁的问题。

Specimens of 16 unbonded prestressed concrete beams under low cyclic loading were tested.

完成了16根无粘结预应力混凝土梁的低周反复荷载试验。

A computer method is presented in this paper for the bending analysis of unbonded prestressed concrete structures after cracking.

这种结构是一种内部超静定结构/它在混凝土未开裂时,其内力计算可以采用结构力学的方。

The analytical results for strength and behavior of unbonded prestressed concrete beams were presented.

给出了无粘结预应力混凝土梁强度和受力性能的分析结果。

The model test and the analysis of a 3-span curved unbonded prestressed concrete box-girder are presented.

在第四章中,介绍了一例无灌浆的预应力混凝土曲线连续箱梁的模型试验结果和理论计算结果。

Thus, the formula for caculating the stress of the unbonded tendons is proposed.

确定了与β值,即可建立无粘结筋的应力计算公式。

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