风浪联合作用下的海上单桩基础风力发电机组动力响应分析
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摘要
基于风速与海浪随机物理模型,提出了基于物理机制的风浪耦合方法。引入较为合理的桩土相互作用机制,构建了海上风力发电机组一体化结构模型。以我国东海海域中的某海上风力发电机组为例,实现了结构在风浪联合作用下的动力响应分析。
On the basis of the random physical models of wind and wave, a wind and wave coupling method was proposed based on its physical mechanism. Then, a more reasonable pile-soil interaction mechanism was introduced to establish an integrated offshore wind turbine system model. Taking the offshore wind turbine system in the East Sea of China as an example, its dynamic response analysis under the combined wind and wave loads was carried out.
On the basis of the random physical models of wind and wave, a wind and wave coupling method was proposed based on its physical mechanism. Then, a more reasonable pile-soil interaction mechanism was introduced to establish an integrated offshore wind turbine system model. Taking the offshore wind turbine system in the East Sea of China as an example, its dynamic response analysis under the combined wind and wave loads was carried out.
引文
[1]黄维平,刘建军,赵战华.海上风电基础结构研究现状及发展趋势[J].海洋工程,2009,27(2):130-134.
[2]李静,陈健云.海上风力发电结构动力研究进展[J].海洋工程,2009,27(2):124-129.
[3]李德源,刘胜祥,张湘伟.海上风机塔架在风波联合作用下的动力响应数值分析[J].机械工程学报,2009,45(12):46-52.
[4]李德源,刘胜祥,张湘伟.风波联合作用下的风力机塔架疲劳特性分析[J].太阳能学报,2009,30(10):1250-1256.
[5]Li J,Chen J B.Stochastic dynamics of structures[M].Singapore:John Wiley&Sons,2009:1-216.
[6]李杰,张琳琳.实测风速资料的随机Fourier谱研究[J].振动工程学报,2007,20(1):66-72.
[7]贺广零,李杰.风力发电高塔系统基于物理机制的旋转样本功率谱研究[J].中国电机工程学报,2009,29(26):85-91.
[8]贺广零,李杰.风力发电高塔系统风场模拟[J].同济大学学报,2010,38(7):976-981.
[9]Burton T,Sharpe D,Jenkins N,et al.Wind energy handbook[M].Chichester:John Wiley&Sons,2001:41-172.
[10]贺德馨.风工程与工业空气动力学[M].北京:国防工业出版社,2006:80-91.
[11]徐亚洲,李杰.风浪相互作用的Stokes模型[J].水科学进展,2009,20(2):281-286.
[12]徐亚洲,李杰.近海风力发电高塔波浪随机动力响应分析[J].振动工程学报,2011,24(3):315-322.
[13]Det Norske Veritas.DNV-OS-J101Design of offshore wind turbine structures offshore standard[S].1st Edition.Oslo,Norway:Det Norske Veritas,2004.
[14]Germanischer Lloyd.Rules and guidelines IV—Industrial services,part2:guideline for the certification of offshore wind turbines[S].Hamburg:Germanischer Lloyd,2005.
[15]American Petroleum Institute.RP2A-WSD recommended practice for planning,designing and constructing fixed off-shore platforms-working stress design[S].API Recommended Practice2A-WSD,21st edition,Dallas:American Petroleum Institute,2000.
[16]JTS144-1—2010港口工程荷载规范[S].北京:人民交通出版社,2010.
[17]Neumann G,Pierson W J.Principle of physical oceanography[M].Englewood Cliffs:Prentice Hall,1963:1-24.
[18]Kuhn M J.Dynamics and design optimization of offshore wind energy conversion systems[D].Delft:Delft University of Technology,2001.
[19]Ochi M K.On hurricane-generated seas[C]//Proceedings of the Second International Symposium on Ocean Wave Measurement and Analysis.New Orleans,USA:ASCE,1993:374-87.
[20]Turkstra C J,Madsen H O.Load combinations in codified structural design[J].Journal of the Structural Division,1980,106(12):2527-2543.
[21]金伟良.工程荷载组合理论与应用[M].北京:机械工业出版社,2006:10-30.
[22]Cheng P W.A reliability based design methodology for extreme response of offshore wind turbine[D].Delft:Delft University of Technology,2002.
[23]陈为飞.近海风机塔架风浪荷载分析[D].杭州:浙江大学,2010.
[24]Coles S G,Tawn J A.Modelling extreme multivariate events[J].JR Statist Soc B,1991,53(2):377-392.
[25]Melchers R E.Structural reliability,analysis and prediction[M].Chichester:John Wiley&Sons,1999:199-215.
[26]刘德辅,董胜.随机工程海洋学[M].青岛:中国海洋大学出版社,2004:89-118.
[27]欧进萍,段忠东,肖仪清.海洋平台结构安全评定:理论、方法与应用[M].北京:科学出版社,2003:12-49.
[28]Hettler A.Deformation responses of rigid and elastic foundations in sand under static and cyclic loadings[D].Karlsruhe:University of Karlsruhe,1981.
[29]Achmus M,Abdel-Rahman K,Kuo Y S.Numerical modeling of large diameter steel piles under monotonic and cyclic horizontal loading[C]//International Symposium on Numerical Models in Geomechanics(NUMOGX).Rhodes,Greece:Taylor&Francis,2007:453-459.
[30]Cox W R,Reese L C,Grubbs B R.Field testing of laterally loaded piles in sand[C]//Proceedings of the6th Annual Offshore Technology Conference.Houston,USA:OTC Committee,1974:459-472.
[31]Reese L C,Cox W R,Koop F D.Analysis of laterally loaded piles in sand[C]//Proceedings of the6th Annual Offshore Technology Conference.Houston,USA:OTC Committee,1974:473-483.
[32]Achmus M,Abdel-Rahmen K,Peralta P.Analysis of load-bearing behavior of offshore wind turbine foundations[C]//Symposium of Piles2005.Hannover,German:University of Hannover,2005:137-158.
[33]Lesny K,Richwien W,Hinz P.Assessment of the offshore wind turbine foundations[C]//Symposium of offshore wind energy,the aspects on the construction and environments.Hannover German:University of Hannover,2007:175-183.
[34]Juirnarongrit T,Ashford S A.Effect of pile diameter on the modulus of subgrade reaction[D].San Diego:University of California,2005.
[35]Clough R W,Penzien J.Dynamics of structures[M].New York:McGraw-Hill,1993:15-17.
[36]Prowell I,Veletzos M,Elgamal A,et al.Experimental and numerical seismic response of a65kW Wind turbine[J].Journal of Earthquake Engineering,2009,13(8):1172-1190.
[37]范洪军,金全州,刘铁英,等.风力机地震响应分析的研究现状与展望[J].结构工程师,2010,26(6):155-163.
[2]李静,陈健云.海上风力发电结构动力研究进展[J].海洋工程,2009,27(2):124-129.
[3]李德源,刘胜祥,张湘伟.海上风机塔架在风波联合作用下的动力响应数值分析[J].机械工程学报,2009,45(12):46-52.
[4]李德源,刘胜祥,张湘伟.风波联合作用下的风力机塔架疲劳特性分析[J].太阳能学报,2009,30(10):1250-1256.
[5]Li J,Chen J B.Stochastic dynamics of structures[M].Singapore:John Wiley&Sons,2009:1-216.
[6]李杰,张琳琳.实测风速资料的随机Fourier谱研究[J].振动工程学报,2007,20(1):66-72.
[7]贺广零,李杰.风力发电高塔系统基于物理机制的旋转样本功率谱研究[J].中国电机工程学报,2009,29(26):85-91.
[8]贺广零,李杰.风力发电高塔系统风场模拟[J].同济大学学报,2010,38(7):976-981.
[9]Burton T,Sharpe D,Jenkins N,et al.Wind energy handbook[M].Chichester:John Wiley&Sons,2001:41-172.
[10]贺德馨.风工程与工业空气动力学[M].北京:国防工业出版社,2006:80-91.
[11]徐亚洲,李杰.风浪相互作用的Stokes模型[J].水科学进展,2009,20(2):281-286.
[12]徐亚洲,李杰.近海风力发电高塔波浪随机动力响应分析[J].振动工程学报,2011,24(3):315-322.
[13]Det Norske Veritas.DNV-OS-J101Design of offshore wind turbine structures offshore standard[S].1st Edition.Oslo,Norway:Det Norske Veritas,2004.
[14]Germanischer Lloyd.Rules and guidelines IV—Industrial services,part2:guideline for the certification of offshore wind turbines[S].Hamburg:Germanischer Lloyd,2005.
[15]American Petroleum Institute.RP2A-WSD recommended practice for planning,designing and constructing fixed off-shore platforms-working stress design[S].API Recommended Practice2A-WSD,21st edition,Dallas:American Petroleum Institute,2000.
[16]JTS144-1—2010港口工程荷载规范[S].北京:人民交通出版社,2010.
[17]Neumann G,Pierson W J.Principle of physical oceanography[M].Englewood Cliffs:Prentice Hall,1963:1-24.
[18]Kuhn M J.Dynamics and design optimization of offshore wind energy conversion systems[D].Delft:Delft University of Technology,2001.
[19]Ochi M K.On hurricane-generated seas[C]//Proceedings of the Second International Symposium on Ocean Wave Measurement and Analysis.New Orleans,USA:ASCE,1993:374-87.
[20]Turkstra C J,Madsen H O.Load combinations in codified structural design[J].Journal of the Structural Division,1980,106(12):2527-2543.
[21]金伟良.工程荷载组合理论与应用[M].北京:机械工业出版社,2006:10-30.
[22]Cheng P W.A reliability based design methodology for extreme response of offshore wind turbine[D].Delft:Delft University of Technology,2002.
[23]陈为飞.近海风机塔架风浪荷载分析[D].杭州:浙江大学,2010.
[24]Coles S G,Tawn J A.Modelling extreme multivariate events[J].JR Statist Soc B,1991,53(2):377-392.
[25]Melchers R E.Structural reliability,analysis and prediction[M].Chichester:John Wiley&Sons,1999:199-215.
[26]刘德辅,董胜.随机工程海洋学[M].青岛:中国海洋大学出版社,2004:89-118.
[27]欧进萍,段忠东,肖仪清.海洋平台结构安全评定:理论、方法与应用[M].北京:科学出版社,2003:12-49.
[28]Hettler A.Deformation responses of rigid and elastic foundations in sand under static and cyclic loadings[D].Karlsruhe:University of Karlsruhe,1981.
[29]Achmus M,Abdel-Rahman K,Kuo Y S.Numerical modeling of large diameter steel piles under monotonic and cyclic horizontal loading[C]//International Symposium on Numerical Models in Geomechanics(NUMOGX).Rhodes,Greece:Taylor&Francis,2007:453-459.
[30]Cox W R,Reese L C,Grubbs B R.Field testing of laterally loaded piles in sand[C]//Proceedings of the6th Annual Offshore Technology Conference.Houston,USA:OTC Committee,1974:459-472.
[31]Reese L C,Cox W R,Koop F D.Analysis of laterally loaded piles in sand[C]//Proceedings of the6th Annual Offshore Technology Conference.Houston,USA:OTC Committee,1974:473-483.
[32]Achmus M,Abdel-Rahmen K,Peralta P.Analysis of load-bearing behavior of offshore wind turbine foundations[C]//Symposium of Piles2005.Hannover,German:University of Hannover,2005:137-158.
[33]Lesny K,Richwien W,Hinz P.Assessment of the offshore wind turbine foundations[C]//Symposium of offshore wind energy,the aspects on the construction and environments.Hannover German:University of Hannover,2007:175-183.
[34]Juirnarongrit T,Ashford S A.Effect of pile diameter on the modulus of subgrade reaction[D].San Diego:University of California,2005.
[35]Clough R W,Penzien J.Dynamics of structures[M].New York:McGraw-Hill,1993:15-17.
[36]Prowell I,Veletzos M,Elgamal A,et al.Experimental and numerical seismic response of a65kW Wind turbine[J].Journal of Earthquake Engineering,2009,13(8):1172-1190.
[37]范洪军,金全州,刘铁英,等.风力机地震响应分析的研究现状与展望[J].结构工程师,2010,26(6):155-163.
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