海洋平台相似模型实验研究进展
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摘要
综合评述海洋平台相似模型的设计及实验研究领域的新进展。在此基础上指出在相似模型的结构简化和平台单载荷作用下的研究取得一定的研究成果。今后的研究应当集中在:根据实验条件选择适合的材料;研究平台在多载荷作用下的振动,这些更有实际应用价值,也是不容忽视的研究课题。
The research of design and experiment study of similar model for offshore platform in the field of new progress is summarized.Based on this,We pointed out that it has obtained some research results about the structure simplification of similar model and the research of platform under single load.Future research should focus on choosing suitable materials according to experimental conditions.The vibration research of platform under multi-loads has more practical application value,and can not be ignored.
The research of design and experiment study of similar model for offshore platform in the field of new progress is summarized.Based on this,We pointed out that it has obtained some research results about the structure simplification of similar model and the research of platform under single load.Future research should focus on choosing suitable materials according to experimental conditions.The vibration research of platform under multi-loads has more practical application value,and can not be ignored.
引文
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[3]张火明,杨建民,肖龙飞.深海海洋平台混合模型试验技术研究与进展[J].中国海洋平台,2004,19(5):1-6.
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[5]Mir R A,Taylor C A.An experimental investigation into earth-quake induced failure of mediumto lowheight concrete gravity dam[J].Earthquake Eng Sruct Dyn,1995,24:378-393.
[6]Konagaik,Nogam I T.Analog circuit to simulate dynamic soil-structure interaction in shaking table test[J].Soil Dyn Earth-quske Eng,1998,17:279-287.
[7]杨飏,欧进萍.导管架式海洋平台模型结构磁流变阻尼隔震数值分析[J].应用基础与工程科学学报,2007,15(2):183-189.
[8]冯士伦,王建华.海洋平台桩基的振动台模型试验研究[J].岩石力学与工程学报,2006,25(1):3229-3234.
[9]徐汉涛.海洋平台塑料管节点模型局部柔度试验研究[J].中国海洋平台,1995,10(1):18-24.
[10]金伟良,陈海江,庄一舟.极端波浪对海洋导管架平台的作用及其模型试验研究[J].海洋工程,1999,17(4):33-38.
[11]王培海,孙宁松.胜利浅海油田采油平台独立桩有限元分析[J].胜利油田师范专科学校学报,2005,19(4):90-92.
[12]杨飏,欧进萍.导管架式海洋平台结构磁流变阻尼隔震的振动台试验[J].地震工程与工程振动,2005,25(4):141-148.
[13]胡洪勤.浅海采油平台振动原因分析及治理措施[J].石油工程建设,2005,31(3):36-39.
[14]董平,陈招平.矩形TLD在结构振动控制中的性能试验研究[J].工业建筑,2006,36(2):7-10.
[15]顾剑民.海洋平台管节点局部柔度的参数分析及其试验研究[J].上海交通大学学报,1994,28:9-15.
[16]李敏霞,刘季.变刚度半主动结构振动控制的试验研究[J].地震工程与工程振动,1998,18(4):90-95.
[17]屈成忠,金载南,赵岩松,等.调频液态阻尼器(TLD)系统在结构减振中的应用试验[J].东北电力学院学报,1999,19(4):53-58.
[18]黄维平,杨永春,李华军.固定式导管架平台超常振动及减振措施试验研究[J].振动工程学报,2004,17(1):116-120.
[19]Spencer B F Jr,Sain MK.Controlling Buildings:A New Fron-tier in Feedback[J].Special Issue of the IEEE Control SystemMagazine on Emerging Technology,1997,17(6):19-35.
[20]Kammer D C.Sensor placement for on-orbit modal identifica-tion and correlation of large space structures[J].Journal ofGuidance:Control and dynamics,1991,14(2):251-259.
[21]Guyan R J.Reduction of stiffness and mass matrices[J].AIAAJournal,1995,3(2):380.
[22]刘娟,黄维平.传感器优化配置的修正逐步累积法[J].青岛海洋大学学报,2003,33(3):476-482.
[23]刘娟,黄维平.模态试验中传感器优化配置的逐步削减法[J].海洋工程,2004,22(10):32-36.
[24]Li Sun,Hong-Nan Li,Liang Ren.Dynamic response measure-ment of offshore platformmodel by FBG sensors[J].Sensors andActuators A:Physical,2007,136(2):572-579.
[25]王树青,王长青,李华军.基于模态应变能的海洋平台损伤定位试验研究[J].振动、测试与诊断,2006,26(4):282-287.
[26]李惠,铃木祥之,吴波.AMD控制结构地震反应的试验研究[J].振动工程学报,1999,12(2):223-228.
[27]欧进萍,王刚,田石柱.海洋平台结构振动的AMD主动控制试验研究[J].高技术通讯,2002(10):85-90.
[28]Giuseppe Barbaro.A new expression for the direct calculation ofthe maximum wave force on vertical cylinders[J].Ocean Engi-neering,2007,34:1706-1710.
[29]Jinping Ou,Xu Longa,QS Lic.Vibration control of steel jacketoffshore platform structures with damping isolation systems[J].Engineering Structures,2007,29(7):1525-1538.
[30]杨飏,欧进萍.导管架式海洋平台磁流变阻尼隔震结构的模型试验[J].振动与冲击,2006,25(5):1-5.
[31]楼梦麟,牛伟星,宗刚,等.TLD控制的钢结构振动台模型试验研究[J].地震工程与工程振动,2006,26(1):145-151.
[32]李创第,黄天立,李暾,等.TMD控制优化设计及振动台试验研究[J].土木工程学报,2006,39(7):19-25.
[33]范运林,陈环.渤海新型海洋平台承载能力的模型试验研究[J].水利学报,1999(5):44-49.
[34]王腾,孙宝江.软粘土中水平荷载模型桩的试验研究[J].中国石油大学学报(自然科学版),2007,31(1):76-79.
[35]WILSON DW.Soil-pile-superstructure interaction in liquef-ying sand and soft clay[D].Davis:University of California,1998.
[36]张纪刚,吴斌,欧进萍.海洋平台冰振控制试验研究[J].东南大学学报(自然科学版),2005,35(1):31-34.
[37]宗刚,楼梦麟,牛伟星,等.调谐液体阻尼器对桩应力影响的振动台实验[J].同济大学学报(自然科学版),2004,32(8):981-985.
[38]董胜,李锋,郝小丽.规则波作用下圆形调谐液体阻尼器的试验研究[J].海洋工程,2003,21(2):52-57.
[39]Qiao Jin,Xin Li,Ning Sun.Experimental and numerical studyon tuned liquid dampers for controlling earthquake response ofjacket offshore platform[J].Marine Structures,2007,5(2):1-17.
[40]姚美旺,张承懿,缪国平,等.海洋平台沉垫的波浪载荷试验研究[J].海洋工程,1997,15(4):9-17.
[2]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,1992.
[3]张火明,杨建民,肖龙飞.深海海洋平台混合模型试验技术研究与进展[J].中国海洋平台,2004,19(5):1-6.
[4]Donlon WP,Hall J F.Shaking table study of concrete gravity dammonoliths[J].Earthquake Eng Sruct Dyn,1991,20:769-786.
[5]Mir R A,Taylor C A.An experimental investigation into earth-quake induced failure of mediumto lowheight concrete gravity dam[J].Earthquake Eng Sruct Dyn,1995,24:378-393.
[6]Konagaik,Nogam I T.Analog circuit to simulate dynamic soil-structure interaction in shaking table test[J].Soil Dyn Earth-quske Eng,1998,17:279-287.
[7]杨飏,欧进萍.导管架式海洋平台模型结构磁流变阻尼隔震数值分析[J].应用基础与工程科学学报,2007,15(2):183-189.
[8]冯士伦,王建华.海洋平台桩基的振动台模型试验研究[J].岩石力学与工程学报,2006,25(1):3229-3234.
[9]徐汉涛.海洋平台塑料管节点模型局部柔度试验研究[J].中国海洋平台,1995,10(1):18-24.
[10]金伟良,陈海江,庄一舟.极端波浪对海洋导管架平台的作用及其模型试验研究[J].海洋工程,1999,17(4):33-38.
[11]王培海,孙宁松.胜利浅海油田采油平台独立桩有限元分析[J].胜利油田师范专科学校学报,2005,19(4):90-92.
[12]杨飏,欧进萍.导管架式海洋平台结构磁流变阻尼隔震的振动台试验[J].地震工程与工程振动,2005,25(4):141-148.
[13]胡洪勤.浅海采油平台振动原因分析及治理措施[J].石油工程建设,2005,31(3):36-39.
[14]董平,陈招平.矩形TLD在结构振动控制中的性能试验研究[J].工业建筑,2006,36(2):7-10.
[15]顾剑民.海洋平台管节点局部柔度的参数分析及其试验研究[J].上海交通大学学报,1994,28:9-15.
[16]李敏霞,刘季.变刚度半主动结构振动控制的试验研究[J].地震工程与工程振动,1998,18(4):90-95.
[17]屈成忠,金载南,赵岩松,等.调频液态阻尼器(TLD)系统在结构减振中的应用试验[J].东北电力学院学报,1999,19(4):53-58.
[18]黄维平,杨永春,李华军.固定式导管架平台超常振动及减振措施试验研究[J].振动工程学报,2004,17(1):116-120.
[19]Spencer B F Jr,Sain MK.Controlling Buildings:A New Fron-tier in Feedback[J].Special Issue of the IEEE Control SystemMagazine on Emerging Technology,1997,17(6):19-35.
[20]Kammer D C.Sensor placement for on-orbit modal identifica-tion and correlation of large space structures[J].Journal ofGuidance:Control and dynamics,1991,14(2):251-259.
[21]Guyan R J.Reduction of stiffness and mass matrices[J].AIAAJournal,1995,3(2):380.
[22]刘娟,黄维平.传感器优化配置的修正逐步累积法[J].青岛海洋大学学报,2003,33(3):476-482.
[23]刘娟,黄维平.模态试验中传感器优化配置的逐步削减法[J].海洋工程,2004,22(10):32-36.
[24]Li Sun,Hong-Nan Li,Liang Ren.Dynamic response measure-ment of offshore platformmodel by FBG sensors[J].Sensors andActuators A:Physical,2007,136(2):572-579.
[25]王树青,王长青,李华军.基于模态应变能的海洋平台损伤定位试验研究[J].振动、测试与诊断,2006,26(4):282-287.
[26]李惠,铃木祥之,吴波.AMD控制结构地震反应的试验研究[J].振动工程学报,1999,12(2):223-228.
[27]欧进萍,王刚,田石柱.海洋平台结构振动的AMD主动控制试验研究[J].高技术通讯,2002(10):85-90.
[28]Giuseppe Barbaro.A new expression for the direct calculation ofthe maximum wave force on vertical cylinders[J].Ocean Engi-neering,2007,34:1706-1710.
[29]Jinping Ou,Xu Longa,QS Lic.Vibration control of steel jacketoffshore platform structures with damping isolation systems[J].Engineering Structures,2007,29(7):1525-1538.
[30]杨飏,欧进萍.导管架式海洋平台磁流变阻尼隔震结构的模型试验[J].振动与冲击,2006,25(5):1-5.
[31]楼梦麟,牛伟星,宗刚,等.TLD控制的钢结构振动台模型试验研究[J].地震工程与工程振动,2006,26(1):145-151.
[32]李创第,黄天立,李暾,等.TMD控制优化设计及振动台试验研究[J].土木工程学报,2006,39(7):19-25.
[33]范运林,陈环.渤海新型海洋平台承载能力的模型试验研究[J].水利学报,1999(5):44-49.
[34]王腾,孙宝江.软粘土中水平荷载模型桩的试验研究[J].中国石油大学学报(自然科学版),2007,31(1):76-79.
[35]WILSON DW.Soil-pile-superstructure interaction in liquef-ying sand and soft clay[D].Davis:University of California,1998.
[36]张纪刚,吴斌,欧进萍.海洋平台冰振控制试验研究[J].东南大学学报(自然科学版),2005,35(1):31-34.
[37]宗刚,楼梦麟,牛伟星,等.调谐液体阻尼器对桩应力影响的振动台实验[J].同济大学学报(自然科学版),2004,32(8):981-985.
[38]董胜,李锋,郝小丽.规则波作用下圆形调谐液体阻尼器的试验研究[J].海洋工程,2003,21(2):52-57.
[39]Qiao Jin,Xin Li,Ning Sun.Experimental and numerical studyon tuned liquid dampers for controlling earthquake response ofjacket offshore platform[J].Marine Structures,2007,5(2):1-17.
[40]姚美旺,张承懿,缪国平,等.海洋平台沉垫的波浪载荷试验研究[J].海洋工程,1997,15(4):9-17.
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