A computer method is presented in this paper for the bending analysis of unbonded prestressed concrete structures after cracking.
本文建立了无粘结预应力混凝土结构开裂后弯曲计算的计算机方法。
The main contents of this thesis are the aseismatic performance and design theory of steel reinforced concrete structures and unbonded prestressed concrete structures.
本文的主要研究内容是型钢混凝土结构和无粘结预应力混凝土结构的抗震性能和设计理论。
Unbonded prestressed concrete flat beam floor is widely applied in the structures above mentioned.
无粘结预应力混凝土扁梁楼盖在高层、大跨建筑中广泛应用。
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