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一、引言 干船坞和船闸底板通常系作为弹性地基上的梁或板进行计算。 目前,在工程实践中应用最广的计算理论主要有三种:文克尔假设、弹性半无限体假设和弹性有限压缩层假设。从实用的观点看,基于文克尔假设的计算理论最为简单,便于应
I. INTRODUCTION Dry docks and ship lock floors are commonly calculated as beams or slabs on elastic foundations. At present, there are mainly three kinds of computational theories that are widely used in engineering practice: the Wenker’s hypothesis, the elastic semi-infinite body assumption and the finite elastic layer assumption. From a practical point of view, the theory of computing based on the Wenker hypothesis is the simplest and easiest to use