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。
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According to the computation method and construction practice, the design of the unbonded prestressed slab-column structure is presented and its economy is analyzed.
This paper introduces the design of unbonded prestressed concrete slabs used in Runan Building. The special disposal of particular part and economic benefit of this technology are also presented.