[1]潘祖兴,吴关叶,赵生校.四腿桁架式海上风机基础结构优化设计[J].哈尔滨工程大学学报,2018,39(04):644-651,729.[doi:10.11990/jheu.201610044]
 PAN Zuxing,WU Guanye,ZHAO Shengxiao.Optimized design of foundation of four-legged truss-type offshore wind turbine[J].hebgcdxxb,2018,39(04):644-651,729.[doi:10.11990/jheu.201610044]
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《哈尔滨工程大学学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
39
期数:
2018年04期
页码:
644-651,729
栏目:
出版日期:
2018-04-05

文章信息/Info

Title:
Optimized design of foundation of four-legged truss-type offshore wind turbine
作者:
潘祖兴12 吴关叶1 赵生校1
1. 中国电建集团华东勘测设计研究院有限公司, 浙江 杭州 311100;
2. 浙江大学 建筑工程学院, 浙江 杭州 310058
Author(s):
PAN Zuxing12 WU Guanye1 ZHAO Shengxiao1
1. East China Survey & Design Research Institute Co., Ltd. of Power Construction Corporation of China, Hangzhou 311100, China;
2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
关键词:
海上风机四腿桁架式结构结构优化设计经验优化效率敏感性分析逐级搜索策略多准则控制算法用钢量多准则多参数结构优化策略
分类号:
TK83
DOI:
10.11990/jheu.201610044
文献标志码:
A
摘要:
针对四腿桁架式海上风机基础结构优化设计问题,建立了一种多准则多参数结构优化策略与方法,辅助四腿桁架式基础型式的设计工作并提高结构优化效率。依据设计经验,采用敏感性分析技术对各设计参数进行分级,并进一步采用逐级搜索策略给出了由各参数组合成的一系列优化方案。依据结构优化理论和相关工程经验,采用多准则控制算法对优化方案进行筛选,给出了最优的结构设计方案。应用该优化策略与方法对我国近海某海域拟建四腿桁架式风电结构进行设计,提高了设计效率,最终得到的结构优化设计方案与经验设计方案相比,材料利用率更高、结构用钢量更少,节省结构用钢量达30%以上。

参考文献/References:

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[2] 张国伟, 龚光彩, 吴治. 风能利用的现状及展望[J]. 节能技术, 2007, 25(1):71-76.ZHANG Guowei, GONG Guangcai, WU Zhi. State of the art and prospects on wind energy[J]. Energy conservation technology, 2007, 25(1):71-76.
[3] ACHMUS M, KUO Y S, ABDEL-RAHMAN K. Behavior of monopile foundations under cyclic lateral load[J]. Computers and geotechnics, 2009, 36(5):725-735.
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[5] PANTALEO A, PELLERANO A, RUGGIERO F, et al. Feasibility study of off-shore wind farms:an application to Puglia region[J]. Solar energy, 2005, 79(3):321-331.
[6] ASHURI T, ZAAIJER M B, MARTINS J R R A, et al. Multidisciplinary design optimization of offshore wind turbines for minimum levelized cost of energy[J]. Renewable energy, 2014, 68:893-905.
[7] TAHANI M, MAEDA T, BABAYAN N, et al. Investigating the effect of geometrical parameters of an optimized wind turbine blade in turbulent flow[J]. Energy conversion and management, 2017, 153:71-82.
[8] DHUNNY A Z, LOLLCHUND M R, RUGHOOPUTH S D D V. Wind energy evaluation for a highly complex terrain using Computational Fluid Dynamics (CFD)[J]. Renewable energy, 2017, 101:1-9.
[9] HAO Ertong, LIU Chunguang. Evaluation and comparison of anti-impact performance to offshore wind turbine foundations:Monopile, tripod, and jacket[J]. Ocean engineering, 2017, 130:218-227.
[10] ZWICK D, MUSKULUS M, MOE G. Iterative optimization approach for the design of full-height lattice towers for offshore wind turbines[J]. Energy procedia, 2012, 24:297-304.
[11] LEE Y S, GONZÁLEZ J A, LEE J H, et al. Structural topology optimization of the transition piece for an offshore wind turbine with jacket foundation[J]. Renewable energy, 2016, 85:1214-1225.
[12] API RP 2A-WSD-2007. Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design[S].[S.l.],2007.
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备注/Memo

备注/Memo:
收稿日期:2016-10-12。
基金项目:国家自然科学基金青年基金项目(51409185);浙江省博士后科研择优项目(BSH1502043).
作者简介:潘祖兴(1985-),男,工程师,博士.
通讯作者:潘祖兴,E-mail:pan_zx@ecidi.com
更新日期/Last Update: 2018-04-11