大型渡槽结构动力学研究进展
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摘要
大型渡槽是灌区生命线工程中的关键性建筑物,其在地震及风载作用下的安全性已是渡槽建设的"瓶劲",也是国内外研究的热点。渡槽结构的抗震、减震和抗风技术的核心是渡槽结构动力学的问题,而渡槽结构动力学系属流固耦合(FSI)系统的动力学范畴。在已有研究的基础上,首先对渡槽结构FSI系统模型的研究进行了总结和评述;然后简述了渡槽结构动力特性和响应的求解技术以及抗震、隔震、减震与抗风技术的研究概况;最后总结了渡槽结构动力学的研究进展,提出了该学科进一步研究的内容和方法。
The large scaled aqueduct is the key construction in the lifeline engineering of irrigation area,whose safety issue has become the "bottleneck"in the construction of aqueduct,especially,in the circumstances of earthguake and wind,meanwhile,it is a hot spot of research at home and abroad.During the construction of large-scale aqueduct,most important technical questions in earthquake resistance,seismic isolation,shock absorption and wind resistane techniques are structural dynamical problem.However,the aqueduct structural dynamics belongs to the category of fluid-solid interaction(FSI) system actually.The objective of this paper is to summarize and comment the results achieved in recent years based on the existing research in the FSI system of aqueduct.Firstly aqueduct model of FSI system was summarized and reviewed;then the dynamical properties and responses solution techniques for shock resistance and absorption and wind resistance of the aqueduct were briefly described;finally,the research advances in the aqueduct structural dynamics were summarized and the further study contents and methods was put forward,which will give a reference to the progress of the aqueduct structural dynamics.
The large scaled aqueduct is the key construction in the lifeline engineering of irrigation area,whose safety issue has become the "bottleneck"in the construction of aqueduct,especially,in the circumstances of earthguake and wind,meanwhile,it is a hot spot of research at home and abroad.During the construction of large-scale aqueduct,most important technical questions in earthquake resistance,seismic isolation,shock absorption and wind resistane techniques are structural dynamical problem.However,the aqueduct structural dynamics belongs to the category of fluid-solid interaction(FSI) system actually.The objective of this paper is to summarize and comment the results achieved in recent years based on the existing research in the FSI system of aqueduct.Firstly aqueduct model of FSI system was summarized and reviewed;then the dynamical properties and responses solution techniques for shock resistance and absorption and wind resistance of the aqueduct were briefly described;finally,the research advances in the aqueduct structural dynamics were summarized and the further study contents and methods was put forward,which will give a reference to the progress of the aqueduct structural dynamics.
引文
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[2]赵光恒.结构动力学[M].北京:中国水利水电出版社,1976:144-162.
[3]高况现,李正农,唐永胜,等.渡槽结构地震反应分析[J].水力发电学报,2004,23(5):41-43.
[4]Zienkiewicz O C,Taylor R L,Zhu J Z.The finite element method[M].sixth edition,Elsevier(Singapore)Pte Ltd.2008.
[5]Housner G.W.Dynamic Pressure on Accelerated Fluid Containers[J].Bulletin of the Seismological of America,1957,47(1):15-35.
[6]徐建国,陈淮,王博,等.考虑流固动力相互作用的大型渡槽地震响应研究[J].土木工程学报,2005,38(8):67-73.
[7]张多新,王清云,白新理.地震作用下大型渡槽动力响应分析研究[J].水力发电,2008,34(6):51-54.
[8]季日臣,夏修身,陈尧隆,等.考虑流一固耦合梁式矩形渡槽横向地震响应研究[J].地震学报,2007,29(3):328-334.
[9]季日臣,夏修身,陈尧隆.水体晃荡作用对渡槽横向抗震影响的研究[J].水力发电学报,2007,26(6):30-34.
[10]居荣初,曾心传.弹性结构与液体的耦联振动理论[M].北京:地震出版社,1983,115-138.
[11]李遇春,楼梦麟,尚伟.大型渡槽抗震分析中流体的位移有限元模式[J].水利学报,2003,(2):93-97.
[12]Chen H C,Taylor R L.Vibration analysis of fluid-solid systems using a finite element displacement f0nIlIllation[J].Int.J.numer.Meth.Engng.1990,(29):683—698.
[13]张多新,王清云,刘东常.基于FSI系统的格式大型渡槽动力分析[J].长江科学院院报,2009,26(2):41-44.
[14]王清云,张多新,白新理.大型矩型水工渡槽三维流固耦合动力分析[J].水利水运工程学报,2008,(4):55-60.
[15]张多新,王清云,白新理.大型U型薄壳渡槽动力分析[J].人民长江,2008,39(16):69-73.
[16]刘云贺,俞茂宏,陈厚群.流体固体动力耦合分析的有限元法[J].工程力学,2005,22(6):1-6.
[17]李遇春,楼梦麟.强震下流体对渡槽槽身作用[J].水利学报,2000,(3):46-58.
[18]Hirt G W,Amsden A A,Cook J L.An arbitrary Lagrangian2Eulerian computing method for all flow speeds[J].J Comp Phys.1974,14(3):227-253.
[19]Ramaswamy B,Kawahara M.Arbitrary Lagrangian–Eulerian finite element method for unsteady,convective,incompressible viscous free surfacefluid flow[J].Internat J Numer Methods Fluids,1987,7:1053–75.
[20]吴轶,莫海鸿,杨春.U形渡槽水体大幅晃动的AL E有限元模拟[J].华南理工大学学报,2003,31(9):90-93.
[21]Yi Wu,Hai Hong Mo,Chun Yang.Study on dynamic performance of a three-dimensional high frame supported U-shaped aqueduct[J].Engi-neering Structures 28,2006:372–380.
[22]何建涛,刘云贺,孙蓉莉.附加质量模型在渡槽抗震计算中的适用性研究[J].西安理工大学学报,2007,23(1):52-55.
[23]刘云贺,胡宝柱,闫建文,等.Housner模型在渡槽抗震计算中的适用性[J].水利学报,2002,(9):94-99.
[24]徐刚,任文敏,张维,等.储液容器的三维流固祸合动力特性分析徐刚[J].力学学报,2004,36(3):328-335.
[25]吴轶,莫海鸿,杨春.大型渡槽动力设计方法研究[J].计算力学学报,2006,23(6):778-782.
[26]张伯艳,邓迎,李德玉.渡槽抗震计算中几个关键问题的简化处理方法[J].南水北调与水利科技,2005,3(2):46-48.
[27]楼梦麟,王凤武,尚伟,等.渡槽抗震分析中土层影响问题的讨论[J].南水北调与水利科技,2005,3(5):34-37.
[28]Saad Y.Krylov Subspace methods for solving unsymmet-ric linear systems[J].Mathematics of Computation,1981,37:105-126.
[29]Arnoldi WE.The principle of minimized iterations in the solution of the matrix eigenvalue problem[J].Euart Appl Math,1951,9:17-29.
[30]Saad Y.Krylov Subspace methods for solving unsymmet-ric linear systems[J].Mathematics of Computation,1981,37:105-126.
[31]李遇春,楼梦麟.排架式渡槽流-固耦合动力特性分析[J].水利学报,2000,(12):31-37.
[32]张伯艳,刘云贺,陈厚群.U形渡槽结构静动力分析[J].2004,(1):74-77.
[33]李声平,彭翠玲,吴杰芳.大型U形双渡槽结构动力分析[J].长江科学院院报,2005,22(4):68-71.
[34]王勖成.有限单元法[M].北京,清华大学出版社,2003:525-543.
[35]吴轶,莫海鸿,杨春.大型三维矩形、U形渡槽地震响应对比分析[J].地震工程与工程振动,2005,25(3):42-46.
[36]中国水利水电科学研究院.DL 5073-2000水工建筑物抗震设计规范[S].北京:中国电力出版社,2001.
[37]李遇春,李锦华.关于大型渡槽结构设计的几个问题[J].中国农村水利水电,2006,(7):57-60.
[38]Li Yuchun,Lou Menglin,Pan Danguan.Evaluation of vertical seismic response for large-scalebeam-supported aqueduct[J].Earthquake En-gineering and Structural Dynamics,2003,32(1):1-14.
[39]楼梦麟,洪婷婷,朱玉星.预应力渡槽的竖向振动特性和地震反应[J].水利学报,2006,37(4):436-442.
[40]李遇春,楼梦麟,周成.大型渡槽的竖向地震效应分析[J],地震工程与工程振动,2008,28(2):102-107.
[41]徐梦华,莫海鸿.梁式渡槽“拟三维”流固耦合模型的纵向地震模拟效果分析[J].科学技术与工程,2009,9(15):4390-4394.
[42]吴轶,莫海鸿,杨春.三维排架渡槽中水的调频液体阻尼效应[J].水利学报,2005,36(9):1115-1120.
[43]Yao J T P.Concept of Structural control[J].ASCE,Journal of Structural Division,1972,98(7):1567-1574
[44]范立础,王志强.我国桥梁隔震技术的应用[J].振动工程学报,1999,12(2):173-181.
[45]张俊发,刘云贺,王克成.铅芯橡胶减震技术在渡槽中的应用研究[J].水利学报,1999,(10):65-69.
[46]刘云贺,张俊发,王克成,等.铅芯橡胶减震支座的非线性动力性态研究[J].西安交通大学学报,1999,33(12):73-77.
[47]徐建国,陈淮,王博.渡槽结构非线性隔震研究[J].长江科学院院报,2008,25(2):61-68.
[48]刘云贺,陈厚群.渡槽铅销橡胶支座减震机理的数值模拟[J].水利学报。2003,(12):98-103
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