跨越断层埋地管线地震反应研究述评
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摘要
本文论述了跨越断层埋地管线地震反应研究工作概况,包括理论研究和实验研究的进展,并介绍了不同情况下采用的研究方法和建立的相应的研究模型,通过对数据结果进行整理分析,得出跨越断层埋地管线地震反应规律。同时,本文还对埋地管线研究中的一些重要参数对研究结果的影响作了详尽的阐述,提出了需进一步研究的问题和今后可能的研究发展方向。
The state-of-the-art of study on the earthquake response of buried pipeline crossing fault is reviewed, including development of theoretical analysis, and experimental study. Besides, the analysis methods and models (adopted) to solve different problems are demonstrated.Then the laws of buried pipeline are given by data processing. Also, the influence of some important parameters on the response of buried pipeline is expatiated.The existing problems need to be studied are discussed briefly and the possible future research work on the subject is suggested.
引文
[1] 郭恩栋,王东升,陆鸣.青新交界8.1级地震生命线工程震害[J].地震工程与工程振动,2002,22(3):77~81.
    [2] NMNewmark,WJHall.Pipelinedesigntoresistlargefaultdisplacement[A].Proc.U.S. nat. conf.EarthquakeEng[C].U.S.Universi tyofMichigan,1975.416~425.
    [3] 刘爱文,张素灵,胡聿贤,等.地震断层作用下埋地管线的反应分析[J].地震工程与工程振动,2002,22(2):22~27.
    [4] ASCE.Guidelinesfortheseismicdesignofoilandgaspipelinesystem[S].
    [5] NelsonI,WeidlingerP.Dynamicseismicanalysisoflongsegmentedlifelines[J].Trans.ASMEJ.PressureVesselTechnol,1979,101:10~20.
    [6] 侯忠良.地下管线抗震[M].北京:地名学术出版社,1990.
    [7] TDO′Rourke,CRTrautumann.Earthquakefroundruptureeffectsonjoinedpipe[A].ASCEspecialtyconferenceonlifelineearthquakeengi neering[C].Oakland,U.S.ASCE,1981,1~6.
    [8] BJLee,TAriman.Bucklingofburiedpipelinecrossingaseismicallyactivefault[A].SeismicPerformanceofpipelinesandStorageTanks[C].PVP,ASME,1985.
    [9] SKyriakides,HDYun,CHYew.Bucklingofburiedpipelinesduetolargegfrounddeformations[A].PVP-77,ASME[C].EditedbyT.Ari man,1993.140~150.
    [10] WangLRL,YHYeh.Arefinedseismicanalysisanddesignofburiedpipelineforfaultmovement[J].EarthquakeEng.SndStrut.Dyn,1985,13(1):75~96.
    [11] WangLRL,WangLJ.Buriedpipelinesinlargefaultmovements[A].LifelineEarthquakeEngineeringproceedingsoftheFourthU.S.Confer ence,SanFrancisco[C].California,1995.152~159.
    [12] ChiouYJ,SYChi.Beamandshellmodesofbucklingofburiedpipesinducedbycompressivegroundfailure[A].LifelineEarthquakeEngi neeringproceedingsoftheFourthU.S.Conference[C].SanFrancisco,California,1995.176~181.
    [13] TeomanAriman,BorJenLee,Tension/bendingbehaviorofburiedpipelinedunderlargegrounddeformationsinactivefaults[A].LifelineEarth quakeEngineeringproceedingsoftheThirdU.S.Conference[C].LosAngles,Dalifornia,1991.226~233.
    [14] 王元,汤林.活动断层区埋地管道的地震反应分析[J].石油工程建设,1998,(2):7~11.
    [15] 郭恩栋,冯启民.跨断层埋地钢管道抗震计算方法研究[J].地震工程与工程振动,1999,21(4):43~47.
    [16] AiWenliu,ShiroTakda,YuXianHu.Ashellmodelwithanequivalentboundaryforburiedpipelinesunderthefaultmovement[A].13thWorldConferenceonEarthquakeEngineering[C].Vancouver,BC,Canada,2004,1~6.
    [17] EAVougioukas,CTheodossis,PGCarvdis.Seismicanalysisofburiedpipelinessubjectedtoverticalfaultmovement[A]LifelineEarthquakeEngineeringProceedingsoftheThirdU.S.Conference[C].LosAngles,Dalifornia,1991.432~441.
    [18] RPKennedy,AWDarrow,RAWilliamson.Faultmovementeffectsonburiedoilpipeline[J].Tansport.Eng.Journal,ASCE1,1977,103:617~633.
    [19] 韩扬.地下管道的震害预测方法研究[R].科学研究,1985.
    [20] LiangJW,HeYA.3-Dearthquakeresponsesofburiedpipelinesthroughnonhomogeneoussoilmedia[J].JournalofTianjinUniversity,1994,27(2):200~204.
    [21] 陶勇寅,柳广乐.管道在地震断层作用下的位移内力分析[J].油气储运,1994,13(5).
    [22] 张素灵,王春华,曹华明,等.地震断层作用对地下输油(气)管道破坏的分析[J].地震地质,2001,23(3):432~438.
    [23] 戚蓝,马斌,钟登华.断层错位影响下输水管道结构分析[J].水利水电技术,2001,32(12):47~48.
    [24] SYJ4050-91输油(气)埋地钢质管道抗震设计规范,中华人民共和国石油天然气总公司管道设计院[S].
    [25] 孙绍平,韩扬.生命线地震工程研究述评[J].土木工程学报,2003,36(5):97~104.
    [26] 高田至郎.地下管线的液化分析[A].地下管线抗震[C].北京:学术书刊出版社,1988.59~71.
    [27] 冯启民,郭恩栋.跨断层埋地管道抗震试验[J].地震工程与工程振动,2000,20(1):56~61.
    [28] SusumuYasuda,HiroyaKishino,KojiYoshizaki, etal.Countermeasuresofburiedsteelpipesagainstsurfacefaultrupture[A].13thWorldCon ferenceonEarthquakeEngineering[C].Vancouver,B.C.,Canada,2004.
    [29] WangLRL.Elasto plasticanalysisofburiedpipelinessubjectedtolargefaultmovements[D].M.S.thesis,Dept. ofCivilEng.,OldDominionUniversity,1993.
    [30] YasuoOgawa,YusukeFujita,YasunariYanou,etal.Numericalstudyforrupturebehaviorofburiedgaspipelinesubjectedtoseismicfaultdis placement[A].ProceedingsoftheFourthChinaJapanUSATrilateralsymposiumonLifelineEarthquakeEngineering[C].Qingdao,China,2002.145~152.
    [31] 黄邦忠,高海,项忠权.埋地管线在均匀和非均匀土介质中的地震反应[J].天津大学学报,1995,28(1):55~60.
    [32] 高海.地下管线抗震试验研究[D].天津:天津大学,1993.
    [33] A.C,格赫曼.管道的抗震设计施工与监护[M].北京:地震出版社,1992.
    [34] NobuakiNishil.MechanismofgaspipelinefailuresonBalboaBoulevardduringthe1994NorthridgeEarthquake[A].LifelineEarthquakeEngi neeringProceedingsoftheFourthU.S.Conference[C].SanFrancisco,California,1995.216~223.
    [35] TKDatta.Seismicresponseofburiedpipelines:astate ofthe artreview[J].NuclearEngineeringandDesign1999,192:271~284.
    [36] TDO′Rourke,MJO′Rourke.Pipelineresponsetopermanentgrounddeformationabenchmarkcase[A].LifelineEarthquakeEngineeringpro ceedingsoftheFourthU.S.Conference[C].SanFrancisco,California,1995,288~295.
    [37] YawJengChiou,ShueYeongChi.Beamandshellmodesofbucklingofburiedpipesinducedbycompressivegroundfailure[A].LifelineEarth quakeEngineeringproceedingsoftheFourthU.S.Conference[C].SanFrancisco,California:1995.176~187.
    [38] Ai-Wenliu,ShiroTakda.Studyontheperformancesoftwolarge diametersteelpipelinesatfaultcrossinginKocaeliandJi jiearthquake[A].ProceedingsoftheFourthChinaJapanUSATrilateralsymposiumonLifelineEarthquakeEngineering[C].China:Qingdao,2002.9:153~168.
    [39] Endongguo,Guangbiaoshao,Hongliliu.Numericalstudyondamagetoburiedoilpipelineunderlargefaultdisplacement[A].13thWorldCon ferenceonEarthquakeEngineering[C].Vancouver,BC,Canada,2004.
    [40] 冯启民,赵林.跨越断层埋地管到屈曲分析[J].地震工程与工程振动,2001,21(4):80~87.
    [41] 张效羽,刘华印,陈海洋.平推断层作用下管道的应变失效分析[J].石油规划设计,2001,(9):19~21.
    [42] EAVougioukas,PGCarydis.Amodelforanalysisoftheperformanceofsegmentedpipelines,crossinganormalfault[A].10thEuropeanConfer enceonEarthquakeEngineering[C].Duma(ed.)1995Balkema,Rotterdam.
    [43] 马正茂,冯启民,高惠瑛.跨断层长输油(气)管道抗震研究与实践[J].世界地震工程,2002,18(3):24~31.
    [44] LiangJW.3-Dseismicresponseofburiedpipelineslaidthroughfault,LifelineEarthquakeEngineeringProceedingsoftheFourthU.S.Confer ence[C].SanFrancisco,California,1995,200~207.
    [45] LiangJW,ShuJia,HouZL.Seismicresponsesofpipelineslaidthroughalluvialvalleys[A].LifelineEarthquakeEngineeringProceedingsoftheFourthU.S.Conference[C].SanFrancisco,California,1995.328~335.
    [46] YuAoHe,LiangJW.FiniteelementanalysisofthreeWayjointofburiedpipelinesunderearthquakeloads[A].ProceedingsoftheFourthChi naJapanUSATrilateralsymposiumonLifelineEarthquakeEngineering[C].Qingdao,China:2002.425~431.
    [47] MAgdiMohareb,Masce.Plasticinteractionrelationsforpipesections[J].JournalofEngineeringMechanixs,January,2002,128(1):112~120.
    [48] 赵林.跨越断层管道屈曲分析及模拟与仿真技术研究[D].哈尔滨:中国地震局工程力学研究所,2000.

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