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对钢筋混凝土格式梁基础结构的计算和配筋提出了更为通用和精确的计算方法 .解决了非正交格式梁基础的计算 ,提出了更为精确的荷载修正方法 ,直接从微分方程出发 ,推导了计算任一截面内力的计算公式 ,并完成了相应的计算机程序 .经实例计算并与文献计算结果比较证明了本文方法的正确性 ,采用本文方法和相应程序可显著提高计算精度和设计效率 .
A more general and accurate calculation method is proposed for the calculation and reinforcement of the reinforced concrete form beam foundation structure. The calculation of the non-orthogonal format beam foundation is solved, and a more accurate load correction method is proposed, proceeding directly from differential equations. The calculation formula for calculating the internal force of any section was deduced, and the corresponding computer program was completed. The correctness of this method was proved by the example calculation and comparison with the literature calculation results. The calculation accuracy and design efficiency can be significantly improved by adopting this method and the corresponding program. .