[英文论文的参考文献格式要求]英文论文的参考文献格式.doc

英文论文的参考文献格式要求英文论文的参考文献格式 【-入党申请书格式】 很多刊物对参考文献和注释作出区分，将注释规定为“对正文中某一内容作进一步解释或补充说明的文字”，列于文末并与参考文献分列或置于当页脚地。下面，为大家分享英文论文的参考文献格式，希望对大家有所帮助！ 1T.PaulayandJ.R.Binney.DiagonallyReinforcedcouplingbeamsofshearWallsS.ACISpecialPublication42,Detroit,1974,2:579-598 2LamWY,SuRKL,PamHJ.Experimentalstudyofplate-reinforcedpositedeepcouplingbeamsJ.StructuralDesignTallSpecialBuilding,xx（18）：235-257 3ACI318-02:BuildingCodeRequirementsforStructuralConcrete,ACI318R-02:Commentary,AnACIStandard,reportedbyACICom-mittee318,AmericanConceteInstitute,xx 4SiuWH,SuRKL.Effectsofplastichingesonpartialinteractionbehaviourofboltedside-platedbeamsJ.JournalofConstructionSteelResearch,xx,66（5）：622-633 5XieQ.Stateoftheartofbuckling-restrainedbracesinAsiaJ.JournalofConstructionSteelResearch,xx,61（6）：727-748 6KimJ,ChouH.Behavioranddesignofstructureswithbuckling-restrainedbracesJ.StructuralEngineering,xx,26（6）：693-706 7TsaiKC,LaiJW.AstudyofbucklingrestrainedseismicbracedframeJ.StructuralEngineering,ChineseSocietyofStructuralEngineering,xx,17（2）：3-32 8PatrickJ.Fortney,BahremM.Shahrooz,GianA.Rassati.Large-ScaleTestingofaReplaceable“Fuse”SteelCouplingBeamJ.JournalofStructuralEngineering.DECEMBERxx:1801-1807 9QihongZhao.CyclicBehavioroftraditionalandInnovativeCompositeShearWallsJ.JournalofStructuralEngineering,Feb.xx:271-284 1ZhixinW,ChuanwenJ,QianA,etal.ThekeytechnologyofoffshorewindfarmanditsnewdevelopmentinChinaJ.RenewableandSustainableEnergyReviews,xx,13（1）：216-222. 2ShahirH,PakA.Estimatingliquefaction-inducedsettlementofshallowfoundationsbynumericalapproachJ.ComputersandGeotechnics,xx,37（3）：267-279. 3HauslerEA.Influenceofgroundimprovementonsettlementandliquefaction:astudybasedonfieldcasehistoryevidenceanddynamicgeotechnicalcentrifugetests.PhDdissertation,UniversityofCalifornia,Berkeley;xx. 4KemalHacefendiolu.StochasticseismicresponseanalysisofoffshorewindturbineincludingfluidstructuresoilinteractionJ.Struct.DesignTallSpec.Build.,xx, 5ArabloueiA,GharabaghiARM,GhalandarzadehA,etal.Effectsofseawaterstructuresoilinteractiononseismicperformanceofcaisson-typequaywallJ.ComputersStructures,xx,89（23）：2439-2459. 6ZafeirakosA,GerolymosN.Ontheseismicresponseofunder-designedcaissonfoundationsJ.BulletinofEarthquakeEngineering,xx:1-36. 7SnyderB,KaiserMJ.Ecologicalandeconomiccost-benefitanalysisofoffshorewindenergyJ.RenewableEnergy,xx,34（6）：1567-1578. 8DingH,QiL,DuX.Estimatingsoilliquefactioninice-inducedvibrationofbucketfoundationJ.Journalofcoldregionsengineering,xx,17（2）：60-67. 9ShooshpashaI,BagheriM.TheeffectsofsurchargeonliquefactionresistanceofsiltysandJ.ArabianJournalofGeosciences,xx:1-7. 10BhattacharyaS,AdhikariS.ExperimentalvalidationofsoilstructureinteractionofoffshorewindturbinesJ.Soildynamicsandearthquakeengineering,xx,31（5）：805-816. 11H.BoltonSeed,IzzatM.Idriss.Simplifiedprocedureforevaluatingsoilliquafactionpotential.JournaloftheSoilMechanicsandFoundationsDivision.1971,97（9）：1249-1273 12W.D.LiamFinn,GeoffreyR.Martin,KwokW.Lee.Aneffectivestressmodelforliquefaction.JournaloftheGeotechnicalEngineeringDivision,1977,103（6）：517-533 13Seed.H.B.SoilliquefactionandCyclicMobilityEvolutionforLevelGroundDuringEarthquakes,JoftheGeotechnicalEngineeringDivisionASCE,1979, 14Casagrande.A