摘要
通过弹性理论找出挑梁下砌体应力的简化计算方法,并举工程实例与刚性梁法作比较,实践证明是一种方便且可靠的计算方法,利于工程应用。
By the theory of elasticity. we should have found the simplified method of calculating stress on the cantilever low wall (with brick stones, etc). This paper has also presented some real engineering samples. and as compared with the method of rigid beam it is practieally proved that is a very convenient and reliafle method of calealation which is suitably used for application of engineering.
关键词
挑梁
弹性地基梁
刚性梁
应力
砌体
catilever,the beam of elastic foundation
rigid beam
