三脚架海上构造的对比分析

IF 1 4区工程技术 Q4 ENGINEERING, CIVIL

Gradevinar Pub Date : 2020-12-01 DOI:10.14256/jce.2848.2019

Ümit Gökkuş

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引用次数: 2

摘要

如今，海洋建筑的用途多种多样。本文对一个总高度为60 m的三脚架式海上结构进行了分析。除运行相关荷载外，结构还受到风浪荷载的影响。欧洲规范速度剖面用于计算风力，艾里波速度剖面用于确定波浪力。该模型由有限元分析程序创建，由流体和结构两部分组成。通过耦合欧拉-拉格朗日(CEL)技术保证了零件间的相互作用。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Comparative analysis of tripod offshore structure

Marine structures are nowadays used in a variety of ways. The analysis of a tripod-type offshore structure sixty m in total height is performed in this study. In addition to operation-related loads, the structure is also under the effect of wind and wave loads. While the Eurocode velocity profile is used to calculate wind forces, the Airy wave velocity profile is utilized to determine wave forces. The model is created by a finite elements analysis program, and is composed of fluid and structural parts. The interaction of the parts is ensured by Coupled Eulerian Lagrangian (CEL) technique.

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来源期刊

Gradevinar ENGINEERING, CIVIL-

CiteScore

1.70

自引率

18.20%

发文量

审稿时长

6-12 weeks

期刊介绍： Information not localized