海洋平台动力响应分析研究进展及展望
|
摘要
对作为海洋工程研究难点的海洋平台的动力响应分析问题的研究现状进行了较全面的综述。首先对平台结构的模型化、桩-土相互作用的模型化两个海洋平台动力响应分析中最重要的建模问题进行了讨论,然后介绍了动力方程中波浪荷载的计算及动水阻尼线性化的方法,并给出了地震、波浪联合作用下海洋平台动力响应分析的动力方程,最后对该研究领域中有待深入研究的问题提出了作者的观点。
This paper presents a research advance of dynamic analysis of offshore structure,which is a complicated research focus of ocean engineering.A review of modeling of platform and modeling of pile-soil dynamic interaction are summarized in this paper.Calculation of wave load and linearization of hydrodynamic damp for dynamic analysis of offshore structure are also discussed.The motion equation of offshore structure under simultaneous loading by wave load and earthquake motion is introduced,and the future development trend of this issue is discussed.
This paper presents a research advance of dynamic analysis of offshore structure,which is a complicated research focus of ocean engineering.A review of modeling of platform and modeling of pile-soil dynamic interaction are summarized in this paper.Calculation of wave load and linearization of hydrodynamic damp for dynamic analysis of offshore structure are also discussed.The motion equation of offshore structure under simultaneous loading by wave load and earthquake motion is introduced,and the future development trend of this issue is discussed.
引文
[1]Peizien J.Seismic analysis of bridges on long piles[J].Journal of Engineering Mechanics Division,1964,90(EMS):223-254.
[2]Penzien J,Kaul M K.Response of offshore towers tostrong motion earthquakes[J].EarthquakeEngineering and Structural Dynamics,1972,1:55-68.
[3]俞载道,陈路,傅公康.固定式海洋平台的抗震分析[J].同济大学学报,1984,4:1-7.
[4]周昌年,孙复中,金国斐.海洋结构地震响应及参数的影响[J].海洋工程,1985,3(4):13-24.
[5]Pengzien J,Tseng W.Three dimensional dynamicsanalysis of fixed offshore platforms[M]//Zien KiewiczO C.Numerical Methods in Offshore Engineering.NewYork:John Wiley and Sons Ltd,1978.
[6]Angelides D C,Connor J J.Response of fixed offshorestructures in random sea[J].EESD,1980,8:503-526.
[7]金伟良,郑忠双,李海波.地震荷载作用下海洋平台结构物动力可靠度分析[J].浙江大学学报(工学版),2002,36(3):233-238.
[8]蔡之端.桩基海洋平台的动力特性分析与实验研究[R].国家地震局工程力学研究所研究报告.
[9]肖晓春,林皋,迟世春.桩-土-结构动力相互作用的分析模型与方法[J].世界地震工程,2002,18(4):123-130.
[10]Morison J R,O’Bbrien M P,Schaff S A.The forceexerted by surface waves on piles[J].Institute ofMining Engineering,1950,189:149-154.
[11]邱大洪.波浪理论及其工程应用[M].北京:高等教育出版社,1985.
[12]Sarpkaya T,Isaacson M.Mechanics of wave forces onoffshore structures[M].Van Nostrand ReinholdCompany,1981.
[13]曲乃泗.水中空间结构对随机地震的反应[J].地震工程与工程振动,1986,6(1):61-72.
[14]李玉成.波浪对海上建筑物的作用[M].北京:海洋出版社,1990.
[15]何晓宇,李宏男.地震与波浪联合作用下海洋平台动力特性分析[J].海洋工程,2007,25(3):18-25.
[16]魏巍.导管架式海洋平台地震破坏状态分析研究[D].青岛:中国海洋大学,2005.
[17]罗传信,刘春山,唐红英.动水阻尼对桩基平台动力响应的影响问题[J].海洋学报,1989,11(6):794-800.
[18]Yamada Y,Iemura H.Seismic response of offshorestructures in random seas[J].EESD,1989,18:965-981.
[19]Borgman L E.Spectral analysis of ocean wave forceson piling[J].Proc.ASCE,1967,93(ww2):129-156.
[20]Deleuil G E,Deserts LD.Anewmethod for frequencydomain analysis of offshore structures:Comparisonwith time domain analysis[C].18thAnnual OffshoreTechnology Conference,1986.
[21]宋金宝,徐德伦,孙孚.计算孤立小桩柱上随机波浪力的一个线性化的Morison公式[J].海洋学报,1997,19(3):133-141.
[2]Penzien J,Kaul M K.Response of offshore towers tostrong motion earthquakes[J].EarthquakeEngineering and Structural Dynamics,1972,1:55-68.
[3]俞载道,陈路,傅公康.固定式海洋平台的抗震分析[J].同济大学学报,1984,4:1-7.
[4]周昌年,孙复中,金国斐.海洋结构地震响应及参数的影响[J].海洋工程,1985,3(4):13-24.
[5]Pengzien J,Tseng W.Three dimensional dynamicsanalysis of fixed offshore platforms[M]//Zien KiewiczO C.Numerical Methods in Offshore Engineering.NewYork:John Wiley and Sons Ltd,1978.
[6]Angelides D C,Connor J J.Response of fixed offshorestructures in random sea[J].EESD,1980,8:503-526.
[7]金伟良,郑忠双,李海波.地震荷载作用下海洋平台结构物动力可靠度分析[J].浙江大学学报(工学版),2002,36(3):233-238.
[8]蔡之端.桩基海洋平台的动力特性分析与实验研究[R].国家地震局工程力学研究所研究报告.
[9]肖晓春,林皋,迟世春.桩-土-结构动力相互作用的分析模型与方法[J].世界地震工程,2002,18(4):123-130.
[10]Morison J R,O’Bbrien M P,Schaff S A.The forceexerted by surface waves on piles[J].Institute ofMining Engineering,1950,189:149-154.
[11]邱大洪.波浪理论及其工程应用[M].北京:高等教育出版社,1985.
[12]Sarpkaya T,Isaacson M.Mechanics of wave forces onoffshore structures[M].Van Nostrand ReinholdCompany,1981.
[13]曲乃泗.水中空间结构对随机地震的反应[J].地震工程与工程振动,1986,6(1):61-72.
[14]李玉成.波浪对海上建筑物的作用[M].北京:海洋出版社,1990.
[15]何晓宇,李宏男.地震与波浪联合作用下海洋平台动力特性分析[J].海洋工程,2007,25(3):18-25.
[16]魏巍.导管架式海洋平台地震破坏状态分析研究[D].青岛:中国海洋大学,2005.
[17]罗传信,刘春山,唐红英.动水阻尼对桩基平台动力响应的影响问题[J].海洋学报,1989,11(6):794-800.
[18]Yamada Y,Iemura H.Seismic response of offshorestructures in random seas[J].EESD,1989,18:965-981.
[19]Borgman L E.Spectral analysis of ocean wave forceson piling[J].Proc.ASCE,1967,93(ww2):129-156.
[20]Deleuil G E,Deserts LD.Anewmethod for frequencydomain analysis of offshore structures:Comparisonwith time domain analysis[C].18thAnnual OffshoreTechnology Conference,1986.
[21]宋金宝,徐德伦,孙孚.计算孤立小桩柱上随机波浪力的一个线性化的Morison公式[J].海洋学报,1997,19(3):133-141.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心