高桩码头的桩帽在有限元分析中的简化处理  

Simplification of Pile Cap in Finite Element Analysis of Piled Berth

作　　者：陈章楷 骆俊彬[1] Chen Zhangkai;Luo Junbin(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou Guangdong 510230,China)

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510230

出　　处：《港工技术》2020年第5期55-58,共4页Port Engineering Technology

摘　　要：本文通过建立有限元模型,对比支座刚性处理与传统支座削峰处理的力学结果,探讨梁板简化模型中更为合理的桩帽处理方法。A series of finite element(FE)models are built to compare the mechanical results produced by adopting the rigid treatment method and peak value reduction method of support respectively,and investigate more reasonable treatment method of pile cap in simplified beam-slab models.

关 键 词：高桩码头 结构计算 桩帽 削峰 

分 类 号：U656.113[交通运输工程—港口、海岸及近海工程]