摘要
结合营口港鲅鱼圈港区一港池深水散货码头工程结构设计,对建造大型非预应力梁板构件桩基码头,采用空间有限元法对各种计算模型进行分析和探讨,并通过物模验证,取得较为满意的成果,为今后建设此类深水码头工程提出一种新的尝试。
Combining with the structural design of deep water bulk cargo terminal project of No. 1 Basin of Bayuquan Harbour Area in Yingkou Port, the analysis and discussion on the calculation models for the construction of large non-prestressed beam and slab member terminal with pile foundation are made by the space finite element method. The result proven by the physical model is more satisfactory. It is a new test for the construction of such deep water bulk cargo terminal project.
出处
《港工技术》
北大核心
2008年第5期22-24,共3页
Port Engineering Technology
关键词
空间有限元法
桩基码头
大型非预应力梁板构件
space FEM
pile foundation terminal
large non-prestressed beam and slab member