摘要
应用薄壳理论对圆柱壳形地下连续墙的计算方法进行理论分析,并与弹性地基梁比拟法做了分析对比,最后将设计计算中的几个重要问题给出了具体的解决方法。
This paper describes how the shell theory is applied to analyze the calculation method of diaphram wall of cylindrical shell, makes a analogue between the elastic bed beam and the calculation methods mentioned above and finally gives the detail solution method for the important problems in the calculation of design.
出处
《港工技术》
1993年第4期32-39,共8页
Port Engineering Technology
