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一、引言 基础梁、板的计算是建筑工程中一个重要而又复杂的问题,选择符合实际情况的地基模型和有效的计算方法是对基础梁板进行分析的关键。 关于地基模型的选择,应用最广泛的是文克勒地基和弹性半空间地基,早在六十年代初,徐芝纶教授求解了中厚度地基上基础梁。此后,文献[2—5]对中厚度地基上基础梁和板的计算进行了进一步研究,并且编制了便于工程应用的位移和内力计算表。
I. INTRODUCTION The calculation of foundation beams and slabs is an important and complex issue in construction projects. Choosing a foundation model that meets actual conditions and an effective calculation method is the key to the analysis of foundation slabs. With regard to the selection of foundation models, the most widely used are the foundations of the Wenkler Foundation and the elastic half-space. As early as the 1960s, Prof. Xu Zhilun solved the foundation beam on the medium-thickness foundation. Afterwards, the literature [2-5] further studied the calculation of the foundation beams and slabs on the medium-thickness foundation, and compiled the displacement and internal force calculation tables that are convenient for engineering applications.