海洋超大型浮体重大科学问题的基础研究进展
|
摘要
本文回顾了世界上大型与超大型海洋浮体的发展历史。针对岛礁海域经济建设与安全保障的重要性及对大型浮体的近期和长远需求,973计划"海洋超大型浮体复杂环境响应与结构安全性"项目凝聚所面临的5大科学问题:(1)岛礁海域波浪环境的时空分布不均匀性和波流相互作用的演化机理及理论模型;(2)浅水域复杂海洋地理环境中超大型浮体的流固耦合水弹性力学理论与极值载荷;(3)超大型浮体多模块柔性连接动力学机理;(4)近岛礁、变水深条件下超大型浮体复合系泊系统的耦合响应和动力学性能;(5)超大型浮体结构安全可靠性预报和综合评估方法,开展了深入的研究。理论、试验与海域实测相结合,取得了区别于世界上已有工作、有重要影响的成果,为超大型浮体工程的设计、建造、运行提供了坚实的科学基础。本文简述研究对象的工程概念、主要研究进展、项目所做的实质性贡献,并提出了对未来研究工作的设想。
The history of research and development of large or ultra-large floating Structures(VLFS) in the world is briefly reviewed.To meet the short and long term requirements of economics development and safety control in the sea area surrounding islands and reefs,the innovative research on this important basic research project entitled "Responses and Structural Safety of Very Large Floating Structures in Complicated Ocean Geographical Environment"has focused on the following 5 scientificproblems:(1) The mechanism and theoretical model of the time-space un-uniform distributed wave environment and wave-current interactions near islands and reefs.(2) The coupled fluid-structure interaction theory(hydroelasticity) and the extreme wave loads of very large floating structures in complicated shallow water geographic environment.(3) The flexible connecting dynamics and the corresponding behaviors of multi-module very large floating structures.(4) The coupled non-linear responses and dynamic characteristics of complex mooring system combined with very large floating structure in greatly changing water depth near islands.(5) The prediction and evaluation methods of structural reliabilityand safety of very large floating structures.Incorporated the theoretical and computational investigations with model tests in wave basins and 3-years' measurements on site in the sea,great progress with important influence both in science and technology in the field of floating body dynamics has been achieved.This provides effective support to design,build and operation of very large floating structures in complicated environment near islands.This paper briefly describes the engineering concept of very large floating structures,the major results and contributions produced by the research project.Also mentioned are the requirements for future research in this field.
The history of research and development of large or ultra-large floating Structures(VLFS) in the world is briefly reviewed.To meet the short and long term requirements of economics development and safety control in the sea area surrounding islands and reefs,the innovative research on this important basic research project entitled "Responses and Structural Safety of Very Large Floating Structures in Complicated Ocean Geographical Environment"has focused on the following 5 scientificproblems:(1) The mechanism and theoretical model of the time-space un-uniform distributed wave environment and wave-current interactions near islands and reefs.(2) The coupled fluid-structure interaction theory(hydroelasticity) and the extreme wave loads of very large floating structures in complicated shallow water geographic environment.(3) The flexible connecting dynamics and the corresponding behaviors of multi-module very large floating structures.(4) The coupled non-linear responses and dynamic characteristics of complex mooring system combined with very large floating structure in greatly changing water depth near islands.(5) The prediction and evaluation methods of structural reliabilityand safety of very large floating structures.Incorporated the theoretical and computational investigations with model tests in wave basins and 3-years' measurements on site in the sea,great progress with important influence both in science and technology in the field of floating body dynamics has been achieved.This provides effective support to design,build and operation of very large floating structures in complicated environment near islands.This paper briefly describes the engineering concept of very large floating structures,the major results and contributions produced by the research project.Also mentioned are the requirements for future research in this field.
引文
[1]Proceeding of the 1rd International Workshop on Very Large Floating Structures(VLFS'91)[C].1991
[2]Proceeding of the 2rd International Workshop on Very Large Floating Structures(VLFS'96)[C].1996
[3]Proceeding of the 3rd International Workshop on Very Large Floating Structures(VLFS'99)[C].1999
[4]Proceeding of the 3rd International Workshop on Very Large Floating Structures(VLFS'03)[C].2003
[5]Proc.of the 16th International Ship and Offshore Structures Congress(Volume 2)[C].2006:397—451
[6]Wu Y S.Hydroelasticity of floating bodies[D].London,UK:Brunel University,1984
[7]Bishop R E D,Price W G,Wu Y S.A general linear hydroelasticity theory of floating structures moving in a seaway[J].Philosophical Transactions of the Royal Society London,1986,316:375—426
[8]Wamdi Group.The WAM model-a third generation ocean wave pre-diction model[J].Journal of Physical Oceanography,1988.18(12):1775—1810
[9]Tolman H L.A third-generation model for wind waves on slowly varying,unsteady,and inhomogeneous depths and currents[J].Journal of Physical Oceanography,1991,21(6):782—797
[10]Booij N,Ris R C,Holthuijsen L H.A third-generation wave model for coastal regions:1.model description and validation[J].Journal of Geophysical Research:Oceans,1999,104(C4):7649—7666
[11]Madsen P A,Murray R,Sorensen O R.A new form of Boussinesq equations with improved linear dispersion characteristics[J].Costal Engineering,1991,15:371—388
[12]Berkhoff J C W.Computation of combined refraction-diffraction[C].Proc.13th int.Conf.on Coastal Eng.,ASCE,New York,1972:471—490
[13]Zhao B B.Numerical Simulations Method of three-dimensional nonlinear waves based on G-N theory[D].Ph.D.Thesis,Harbin Engineering University,China,2010
[14]Gu Xuekang,Liu Xiaolong,Chen Wenwei,et al.Investigation of wave evolution near islands by on-site measurements and numerical simulations[C].Proc.of the 34th Inter.Conf.on Ocean,Offshore and Arctic Engineering OMAE2015 May 31-June 5,2015,St.John's,Newfoundland,Canada,2015
[15]蔡志文,刘小龙,陈文炜.西沙岛礁风浪流环境实测总结报告[R].中国船舶科学研究中心科技报告,2017(5)
[16]Liu Xiaolong,Gu Xuekang,Yang Peng,et al.The Numerical and experimental simulations of wave evolution near Islands[C].Proc.of the 25th Inter.Conf.on Ocean and Polar Engineering,Kona,Big Island,Hawaii,USA,June 2015:21—26
[17]刘思.基于Boussinesq方程数值模型对岛礁地形上波浪传播的模拟[D].大连理工大学,2014
[18]Yang Zhiwen,Liu Shuxue,Bingham Harry B,et al.Second-order coupling of numerical and physical wave tanks for 2D irregular waves[J].Part I:Formulation,implementation and numerical properties,Coastal Engineering,2014,92:48—60
[19]Yang Zhiwen,Liu Shuxue,Bingham Harry B,et al.Second-order coupling of numerical and physical wave tanks for 2D irregular waves[J].Part II:Experimental validation in two-dimensions,Coastal Engineering,2014,92:61—74
[20]丁军,田超,等.近岛礁波浪传播变形模型试验研究[J].水动力学研究与进展,2015,A辑,30(2):194—200
[21]刘小龙,田超,等.近岛礁波浪谱演化逆问题研究[J].水动力学研究与进展,2015,A辑,31(6):689—696
[22]柳淑学,刘宁,李金宣,等.波浪在珊瑚礁地形上破碎特性试验研究[J].海洋工程,2015,33(2):42—49
[23]刘宁.波浪在岛礁地形上传播特性的试验研究[D].大连理工大学,2014
[24]丁军,胡嘉骏,马小舟,等.近岛礁超大型浮体(三模块)水池模型试验报告[R].中国船舶科学研究中心,2015
[25]汪学峰,丁军,耿彦超.近岛礁超大型浮体(八模块)水池模型试验报告[R].中国船舶科学研究中心,2015
[26]Wu Y S,Zou M S,Tian C,et al.Theory and applications of coupled fluid-structure interactions of ships in waves and ocean acoustic environment[J].Journal of Hydrodynamics.2016,28(6):923—936
[27]Li Z W,Ding J,Tian C,et al.Numerical study on hydroelastic responses of very large floating structures in variable seabed bathymetry[C].The Second Conference of Global Chinese Scholars on Hydrodynamics,Wuxi,China,2016
[28]Wu Y S,Ding J,Li Z W,et al.Hydroelastic responses of VLFS deployed near islands and reefs[C].Proc.of the 36th Inter.Conf.on Ocean,Offshore and Arctic Engineering(OMAE),Trondheim,Norway,June 2017
[29]Yang P,Gu X K,Tian C,et al.Numerical study of 3d pulsating source green function of finite water depth[C],Proc.of the 33th Inter.Conf.on Ocean,Offshore and Arctic Engineering(OMAE),San Francisco,California,USA,June 2014
[30]叶永林,田超,张彦斌.三维水弹性软件并行化的初步实现[J].船舶力学,2015,19(1—2):182—190
[31]Tian C,Ni X Y,Ding J.Theoretical study on hydroelastic responses of very large floating structures near islands and reefs[C].Proc.of the 33rd Inter.Conf.on Ocean,Offshore and Arctic Engineering,San Francisco,OMAE2014—24704,2014
[32]Tian C,Ni X Y,Liu X L.Hydroelastic investigation on floating body near islands and reefs[C].Proc.of the 11th Inter.Conf.on Hydrodynamics,Singapore,2014
[33]Yang P,Gu X K,Tian C,et al.Motion responses of floating structures near small islands[C],Proc.of the 34th Inter.Conf.on Ocean,Offshore and Arctic Engineering(OMAE),St.John's,Newfoundland,Canada,May 2015
[34]Yang P,Liu X L,Ding J,et al.Hydroelastic responses of a VLFS in the waves influenced by complicated geographic environment[C].Proc.of the 7th Inter.Conf.on Hydroelasticity in Marine Technology,Split,Croatia,2015:16—19
[35]Ding J,Tian C,Wu Y S,et al.Hydroelasticity of a VLFS in non-uniform incident waves[C].Proc.of the 12th Inter.Conf.on Hydrodynamics(ICHD),Netherlands,September,2016
[36]刘超,祁恩荣,陆晔.浅吃水超大型浮体连接器动力响应[J].船舶力学,2014,18(5):581—590
[37]张波,祁恩荣,陆晔.模块数量对超大型海上移动基地动力响应的影响[J].船舶力学,2013,17(1—2):49—55
[38]朱璇,刘超,祁恩荣,等.超大型海上浮式基地柔性连接器设计及强度分析[J].船舶力学,2014,18(11):1361—1366
[39]陆晔,祁恩荣,刘超.超大型浮体连接器关键部件强度分析[C].中国钢结构协会海洋钢结构分会学术论文集,2016:80—85
[40]祁恩荣,刘超,夏劲松,等.超大型浮体模块柔性连接功能仿真模型试验研究[J].船舶力学,2015,19(10):1245—1254
[41]张浩,祁恩荣,李志伟.超大型浮体柔性连接器极限强度试验报告[R].中国船舶科学研究中心,2017
[42]Zhang Haicheng,Xu Daolin,Lu Chao.Amplitude death of a multimodule floating airport[C].Nonlinear dynamics.2015,79:2385—2394
[43]Zhang Haicheng,Xu Daolin,Xia Shuyan.Nonlinear network dynamic characteristics of multi-module floating airport with flexible connectors[C].Proc.of the 25th Inter.Conf.on Ocean and Polar Engineering(ISOPE).2015:1583—1590
[44]Xu Daolin,Zhang Haicheng,Lu Chao.On Study of nonlinear network dynamics of flexibly connected multi-module very large floating structures[C].Second Inter.Conf.on Vulnerability and Risk Analysis and Management.2014:1805—1814
[45]徐道临,施奇佳,张海成.连接器拓扑构型对超大型海上浮体平台振幅死亡稳定性的影响[C].中国钢结构协会海洋钢结构分会学术论文集,2016:379—392
[46]汪学锋.锚腿模型三沙实地测试试验报告[R].上海交通大学科技报告,2013.8
[47]汪学锋.晋卿岛、筐仔沙洲实地调研报告[R].上海交通大学科技报告,2013.9
[48]Wu Bo,Cheng Xiaoming,Tian Chao,et al.Mooring system design and assessment for a multi-module very large floating structure[C].Proc.of the 12th Inter.Conf.on Hydrodynamics(ICHD),Netherlands,September,2016
[49]吴波,程小明,田超,等.不同水深环境下平台系泊系统特性研究[C].第二十六届全国水动力学研讨会文集,2014
[50]吴波.超大型浮体悬链线式系泊方案设计与性能分析[R].中国船舶科学研究中心科技报告,2014.10
[51]Liu Yuanchuan,Peng Yao,Wan Decheng.Numerical investigation on interaction between a semi-submersible platform and its mooring system[C].Proc.of the ASME 2015 34th Inter.Conf.on Ocean,Offshore and Arctic Engineering,OMAE2015,May 31-June 5,2015,St.John's,Newfoundland,Canada
[52]倪歆韵.考虑浮体弹性变形的锚泊系统时域耦合分析[D].中国舰船研究院博士学位论文,2016
[53]倪歆韵,程小明,田超.某型重力式海洋平台二阶波浪力分析[C].第二十七届全国水动力学研讨会文集,2015
[54]Wang Yiting,Wang Xuefeng,Xu Shengwen,et al.Motion response of a tension-leg-moored VLFS in shallow water[C].Proc.of the27th Inter.Conf.on Ocean and Polar Engineering,ISOPE,June25—30,2017,San Francisco,USA
[55]汪学锋.南海岛礁超大型浮体三模块系泊模型试验报告[R].上海交通大学科技报告,2017.5
[56]马延德,吴有生,戴挺,等.横向下浮体半潜式平台[P].中国实用新型专利,ZL201310148536.3
[57]李良碧,曹剑锋,顾海英,等.基于直接计算方法的海上超大型浮式结构物单模块强度分析[J].船舶工程,2015,37(11):67—71
[58]顾海英.超大型浮体波浪载荷特性研究[D].江苏科技大学,2015
[59]杨鹏,顾学康,路振.超大型浮体单模块的波浪载荷及结构强度研究[C].2014年海洋钢结构会议
[60]李良碧,董佳欢,罗广恩,等.超大型浮体单模块在典型波浪载荷下的强度分析[J].江苏科技大学学报(自然科学版),2016,30(2):109—114
[61]刘磊,赵静,伞立忠,等。基于南海环境条件的浮式结构物总强度评估技术研究[C].中国造船工程学会船舶力学学术委员会第八次全体会议,2014
[62]赵南,顾学康.船体结构极限强度研究综述[J].舰船科学技术.2015,37(11):1—7
[63]韦名余,曾庆波.复杂载荷作用下连接器基座加强区结构极限强度模型试验方案报告[R].中国船舶科学研究中心科技报告,2016
[64]曹剑锋,李良碧,顾海英,等.基于Ansys/AQWA的极大型浮式结构总体强度分析[J].舰船科学技术,2015,37(9):30—39
[65]陈超,顾学康,田超,等.超大型浮式结构物单模块撑杆多轴疲劳寿命评估[J].船舶力学,2017
[2]Proceeding of the 2rd International Workshop on Very Large Floating Structures(VLFS'96)[C].1996
[3]Proceeding of the 3rd International Workshop on Very Large Floating Structures(VLFS'99)[C].1999
[4]Proceeding of the 3rd International Workshop on Very Large Floating Structures(VLFS'03)[C].2003
[5]Proc.of the 16th International Ship and Offshore Structures Congress(Volume 2)[C].2006:397—451
[6]Wu Y S.Hydroelasticity of floating bodies[D].London,UK:Brunel University,1984
[7]Bishop R E D,Price W G,Wu Y S.A general linear hydroelasticity theory of floating structures moving in a seaway[J].Philosophical Transactions of the Royal Society London,1986,316:375—426
[8]Wamdi Group.The WAM model-a third generation ocean wave pre-diction model[J].Journal of Physical Oceanography,1988.18(12):1775—1810
[9]Tolman H L.A third-generation model for wind waves on slowly varying,unsteady,and inhomogeneous depths and currents[J].Journal of Physical Oceanography,1991,21(6):782—797
[10]Booij N,Ris R C,Holthuijsen L H.A third-generation wave model for coastal regions:1.model description and validation[J].Journal of Geophysical Research:Oceans,1999,104(C4):7649—7666
[11]Madsen P A,Murray R,Sorensen O R.A new form of Boussinesq equations with improved linear dispersion characteristics[J].Costal Engineering,1991,15:371—388
[12]Berkhoff J C W.Computation of combined refraction-diffraction[C].Proc.13th int.Conf.on Coastal Eng.,ASCE,New York,1972:471—490
[13]Zhao B B.Numerical Simulations Method of three-dimensional nonlinear waves based on G-N theory[D].Ph.D.Thesis,Harbin Engineering University,China,2010
[14]Gu Xuekang,Liu Xiaolong,Chen Wenwei,et al.Investigation of wave evolution near islands by on-site measurements and numerical simulations[C].Proc.of the 34th Inter.Conf.on Ocean,Offshore and Arctic Engineering OMAE2015 May 31-June 5,2015,St.John's,Newfoundland,Canada,2015
[15]蔡志文,刘小龙,陈文炜.西沙岛礁风浪流环境实测总结报告[R].中国船舶科学研究中心科技报告,2017(5)
[16]Liu Xiaolong,Gu Xuekang,Yang Peng,et al.The Numerical and experimental simulations of wave evolution near Islands[C].Proc.of the 25th Inter.Conf.on Ocean and Polar Engineering,Kona,Big Island,Hawaii,USA,June 2015:21—26
[17]刘思.基于Boussinesq方程数值模型对岛礁地形上波浪传播的模拟[D].大连理工大学,2014
[18]Yang Zhiwen,Liu Shuxue,Bingham Harry B,et al.Second-order coupling of numerical and physical wave tanks for 2D irregular waves[J].Part I:Formulation,implementation and numerical properties,Coastal Engineering,2014,92:48—60
[19]Yang Zhiwen,Liu Shuxue,Bingham Harry B,et al.Second-order coupling of numerical and physical wave tanks for 2D irregular waves[J].Part II:Experimental validation in two-dimensions,Coastal Engineering,2014,92:61—74
[20]丁军,田超,等.近岛礁波浪传播变形模型试验研究[J].水动力学研究与进展,2015,A辑,30(2):194—200
[21]刘小龙,田超,等.近岛礁波浪谱演化逆问题研究[J].水动力学研究与进展,2015,A辑,31(6):689—696
[22]柳淑学,刘宁,李金宣,等.波浪在珊瑚礁地形上破碎特性试验研究[J].海洋工程,2015,33(2):42—49
[23]刘宁.波浪在岛礁地形上传播特性的试验研究[D].大连理工大学,2014
[24]丁军,胡嘉骏,马小舟,等.近岛礁超大型浮体(三模块)水池模型试验报告[R].中国船舶科学研究中心,2015
[25]汪学峰,丁军,耿彦超.近岛礁超大型浮体(八模块)水池模型试验报告[R].中国船舶科学研究中心,2015
[26]Wu Y S,Zou M S,Tian C,et al.Theory and applications of coupled fluid-structure interactions of ships in waves and ocean acoustic environment[J].Journal of Hydrodynamics.2016,28(6):923—936
[27]Li Z W,Ding J,Tian C,et al.Numerical study on hydroelastic responses of very large floating structures in variable seabed bathymetry[C].The Second Conference of Global Chinese Scholars on Hydrodynamics,Wuxi,China,2016
[28]Wu Y S,Ding J,Li Z W,et al.Hydroelastic responses of VLFS deployed near islands and reefs[C].Proc.of the 36th Inter.Conf.on Ocean,Offshore and Arctic Engineering(OMAE),Trondheim,Norway,June 2017
[29]Yang P,Gu X K,Tian C,et al.Numerical study of 3d pulsating source green function of finite water depth[C],Proc.of the 33th Inter.Conf.on Ocean,Offshore and Arctic Engineering(OMAE),San Francisco,California,USA,June 2014
[30]叶永林,田超,张彦斌.三维水弹性软件并行化的初步实现[J].船舶力学,2015,19(1—2):182—190
[31]Tian C,Ni X Y,Ding J.Theoretical study on hydroelastic responses of very large floating structures near islands and reefs[C].Proc.of the 33rd Inter.Conf.on Ocean,Offshore and Arctic Engineering,San Francisco,OMAE2014—24704,2014
[32]Tian C,Ni X Y,Liu X L.Hydroelastic investigation on floating body near islands and reefs[C].Proc.of the 11th Inter.Conf.on Hydrodynamics,Singapore,2014
[33]Yang P,Gu X K,Tian C,et al.Motion responses of floating structures near small islands[C],Proc.of the 34th Inter.Conf.on Ocean,Offshore and Arctic Engineering(OMAE),St.John's,Newfoundland,Canada,May 2015
[34]Yang P,Liu X L,Ding J,et al.Hydroelastic responses of a VLFS in the waves influenced by complicated geographic environment[C].Proc.of the 7th Inter.Conf.on Hydroelasticity in Marine Technology,Split,Croatia,2015:16—19
[35]Ding J,Tian C,Wu Y S,et al.Hydroelasticity of a VLFS in non-uniform incident waves[C].Proc.of the 12th Inter.Conf.on Hydrodynamics(ICHD),Netherlands,September,2016
[36]刘超,祁恩荣,陆晔.浅吃水超大型浮体连接器动力响应[J].船舶力学,2014,18(5):581—590
[37]张波,祁恩荣,陆晔.模块数量对超大型海上移动基地动力响应的影响[J].船舶力学,2013,17(1—2):49—55
[38]朱璇,刘超,祁恩荣,等.超大型海上浮式基地柔性连接器设计及强度分析[J].船舶力学,2014,18(11):1361—1366
[39]陆晔,祁恩荣,刘超.超大型浮体连接器关键部件强度分析[C].中国钢结构协会海洋钢结构分会学术论文集,2016:80—85
[40]祁恩荣,刘超,夏劲松,等.超大型浮体模块柔性连接功能仿真模型试验研究[J].船舶力学,2015,19(10):1245—1254
[41]张浩,祁恩荣,李志伟.超大型浮体柔性连接器极限强度试验报告[R].中国船舶科学研究中心,2017
[42]Zhang Haicheng,Xu Daolin,Lu Chao.Amplitude death of a multimodule floating airport[C].Nonlinear dynamics.2015,79:2385—2394
[43]Zhang Haicheng,Xu Daolin,Xia Shuyan.Nonlinear network dynamic characteristics of multi-module floating airport with flexible connectors[C].Proc.of the 25th Inter.Conf.on Ocean and Polar Engineering(ISOPE).2015:1583—1590
[44]Xu Daolin,Zhang Haicheng,Lu Chao.On Study of nonlinear network dynamics of flexibly connected multi-module very large floating structures[C].Second Inter.Conf.on Vulnerability and Risk Analysis and Management.2014:1805—1814
[45]徐道临,施奇佳,张海成.连接器拓扑构型对超大型海上浮体平台振幅死亡稳定性的影响[C].中国钢结构协会海洋钢结构分会学术论文集,2016:379—392
[46]汪学锋.锚腿模型三沙实地测试试验报告[R].上海交通大学科技报告,2013.8
[47]汪学锋.晋卿岛、筐仔沙洲实地调研报告[R].上海交通大学科技报告,2013.9
[48]Wu Bo,Cheng Xiaoming,Tian Chao,et al.Mooring system design and assessment for a multi-module very large floating structure[C].Proc.of the 12th Inter.Conf.on Hydrodynamics(ICHD),Netherlands,September,2016
[49]吴波,程小明,田超,等.不同水深环境下平台系泊系统特性研究[C].第二十六届全国水动力学研讨会文集,2014
[50]吴波.超大型浮体悬链线式系泊方案设计与性能分析[R].中国船舶科学研究中心科技报告,2014.10
[51]Liu Yuanchuan,Peng Yao,Wan Decheng.Numerical investigation on interaction between a semi-submersible platform and its mooring system[C].Proc.of the ASME 2015 34th Inter.Conf.on Ocean,Offshore and Arctic Engineering,OMAE2015,May 31-June 5,2015,St.John's,Newfoundland,Canada
[52]倪歆韵.考虑浮体弹性变形的锚泊系统时域耦合分析[D].中国舰船研究院博士学位论文,2016
[53]倪歆韵,程小明,田超.某型重力式海洋平台二阶波浪力分析[C].第二十七届全国水动力学研讨会文集,2015
[54]Wang Yiting,Wang Xuefeng,Xu Shengwen,et al.Motion response of a tension-leg-moored VLFS in shallow water[C].Proc.of the27th Inter.Conf.on Ocean and Polar Engineering,ISOPE,June25—30,2017,San Francisco,USA
[55]汪学锋.南海岛礁超大型浮体三模块系泊模型试验报告[R].上海交通大学科技报告,2017.5
[56]马延德,吴有生,戴挺,等.横向下浮体半潜式平台[P].中国实用新型专利,ZL201310148536.3
[57]李良碧,曹剑锋,顾海英,等.基于直接计算方法的海上超大型浮式结构物单模块强度分析[J].船舶工程,2015,37(11):67—71
[58]顾海英.超大型浮体波浪载荷特性研究[D].江苏科技大学,2015
[59]杨鹏,顾学康,路振.超大型浮体单模块的波浪载荷及结构强度研究[C].2014年海洋钢结构会议
[60]李良碧,董佳欢,罗广恩,等.超大型浮体单模块在典型波浪载荷下的强度分析[J].江苏科技大学学报(自然科学版),2016,30(2):109—114
[61]刘磊,赵静,伞立忠,等。基于南海环境条件的浮式结构物总强度评估技术研究[C].中国造船工程学会船舶力学学术委员会第八次全体会议,2014
[62]赵南,顾学康.船体结构极限强度研究综述[J].舰船科学技术.2015,37(11):1—7
[63]韦名余,曾庆波.复杂载荷作用下连接器基座加强区结构极限强度模型试验方案报告[R].中国船舶科学研究中心科技报告,2016
[64]曹剑锋,李良碧,顾海英,等.基于Ansys/AQWA的极大型浮式结构总体强度分析[J].舰船科学技术,2015,37(9):30—39
[65]陈超,顾学康,田超,等.超大型浮式结构物单模块撑杆多轴疲劳寿命评估[J].船舶力学,2017