摘要
桶基平台是以桶形基础代替传统的桩基础，是海洋工程结构的一种新型基础形式。该平台是板壳和梁组成的空间结构，受力复杂。本文采用弹性抗力法解决桶形基础与土壤相互作用，用水平弹簧模拟桶基与土壤相互作用，采用板壳和梁的计算模型对平台结构进行分析，为平台的结构设计提供了依据。
The bucket foundation platform is a new kind of structure pattern in ocean engineering, which substituted for the traditional pile foundation It belongs to the plate and beam structure, and bears complex forces In this paper, the horizontal spring is employed to imitate the interaction between the bucket and the soil besed on elastic theory In order to carry out the structural analysis of the platform, calculation models of plate, shell and beam are established, and the basis for the design are provided by them
出处
《海岸工程》
1999年第1期11-17,共7页
Coastal Engineering
