基于竖向弹性地基梁计算模型，提出了板桩结构计算的拟简支梁法。
Based on the calculation model of vertical elastic grade beam, a method called virtual simply-supported beam method for design of sheet pile walls is introduced.
该方法突破了日本学者提出的以弹性分析法为基础的预弯梁计算理论。
Elastic analysis method of preflex composite beam proposed by Japanese was broken through.
本文通过某工程实例的计算，充分表达了新规范中墙梁计算的原理与方法。
The principle and method of the wall beam calculation in the new norm is explained fully in this paper through calculation of some work example.
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