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预应力型钢混凝土结构的研究在我国尚处于起步阶段,我国规范也尚未相应规定,因此本文试图从理论出发以有限元为背景探讨预应力型钢混凝土梁计算的研究。
The research of prestressed steel concrete structure is still in the initial stage in our country, and the norms in our country have not been stipulated accordingly. Therefore, this paper attempts to study the calculation of prestressed steel concrete beam from the theoretical background with finite element.