基础动力分析的一种半解析、半数值方法

Semi-Analytical and Semi-Numerical Method for Dynamic Analysis of Foundation

提出了一种基础动力分析的半解析、半数值计算方法.采用Lamb解及其相应的近似公式,建立了基础动反力和位移的关系式.从而可象静力问题那样将基础板分离出来,将板看作上部作用已知载荷,下部作用用挠度表示的地基反力,因此只需要对板进行有限元分析.采用这种方法分析了不同形状、不同刚度、不同频率下的地基板的振动问题,而且可以考虑基础埋深的影响.算例分析表明,提出的方法是一种计算简便、精度较高、适用范围广泛的有效数值方法.

semi-analytical and semi-numerical method is proposed for the dynanmic analysis of the foundations. The Lamb＇s solution and the approximate formulae were used to establish the re.on of the contact force and deflection between the foundation and soil. Therefore, the foundation can be separated from soil and analyzed by FEM as for the static cases. The plate can be treated as that the known forces are acting on the upper surface, and the contact pressure from soil can be represented as the deflection. So that only the plate needs to be divided into elements in the analysis. By this method, a series of vibration problems, induding various shapes and rigidities of the foundations, different excitation frequencies, were analyzed. Furthermore, it can be used for the embedded foundation. The numerical examples show that this method has simplicity, highly accurate and versatile. It is an effective method for the dynamic analysis of the fotmdation.