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通过叠合结构中预应力超筋倒肋薄板正截面极限承载力的试验研究 ,分别采用规范GBJ1 0 - 89中的受弯构件、偏心受压构件的计算公式及美国ACI规范中的应变协调分析方法计算了极限承载力 ,从而更清楚地认识了配有高强钢丝的超筋倒肋板的极限承载力计算问题。
Through the experimental study of the ultimate bearing capacity of the prestressed super-ribbed inverted rib plate in the superposed structure, the calculation formulas of the flexural members and the eccentric compressive members in the specification GBJ10-89 and the strain coordination analysis in the American ACI specification are adopted respectively. The method calculates the ultimate bearing capacity, and thus clearly understands the calculation of the ultimate bearing capacity of super-reinforced ribs with high-strength steel wire.