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提出了一种分析复杂弹性地基梁体系的方法 ,即修正刚度矩阵法 .该法是修正刚度矩阵法解单根地基梁的引伸和发展 .在此阐述了该方法的原理 ,分析了一个具体的算例并与其他方法的结果做了比较。
A method to analyze the complex elastic foundation beam system is to modify the stiffness matrix method, which is to modify the stiffness matrix method to solve the extension and development of single foundation beam. The principle of the method is explained here, and a concrete Examples are compared with the results of other methods.