论文部分内容阅读
本文对角点支承双向预应力混凝土大型多孔板给出了三角级数法和差分法两种解。通过试验表明理论计算值与实测值基本相符。本文还介绍了板的破坏特征和应该采取的构造措施。 经过对板的结构性能和经济指标的分析,表明这种板可在板柱结构体系中推广应用。
In this paper, two solutions of trigonometric series and difference methods are presented for corner-supported two-way prestressed concrete large-scale porous plates. Tests show that the theoretical calculations are basically consistent with the measured values. This article also describes the destruction characteristics of the board and the construction measures that should be taken. After analysis of the structural performance and economic indicators of the board, it is shown that the board can be popularized and applied in the board-pillar structure system.