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随着我国社会经济的飞速发展,建筑业也得到了快速发展。建筑结构设计主要分为三个阶段:结构方案阶段、构计算阶段与施工图设计阶段。其中结构方案阶段的内容是:根据建筑的重要性,工程地质勘查报告,建筑所在地的抗震设防烈度,建筑的高度和楼层的层数以及建筑场地的类别来确定建筑的结构形式。下面是搜素整理的建筑结构设计英文参考文献,欢迎借鉴参考。建筑结构设计英文参考文献一:Jalili-Kharaajoo,M.,Kangharloo,K.,Roudsari,F.H..Fuzzyslidingmodecontroldesignbasedongeneticalgorithms:applicationtobuildingstructures[P].IndustrialTechnology,2004.IEEEICIT'04.2004IEEEInternationalConferenceon,2004.YaoZhang,HaoMa,FeiXu.DesignIssuesofBuildingBlockStructureCommunicationsforPowerElectronicSystem[P].PowerElectronicsSpecialistsConference,2006.PESC'06.37thIEEE,2006.KeXiang,ChaohaoSu.Bionicdesignofbuildingstructurebasedondigitaltechnology—ThedesignofthestructuralmorphologyofMupingSportsCenter[P].ElectronicandMechanicalEngineeringandInformationTechnology(EMEIT),2011InternationalConferenceon,2011.PingWei,HongbingChen,YayingZhang.Fuzzycontrollerdesignforasemi-activevariablestiffnesscontrolsystemonbuildingstructures[P].Transportation,Mechanical,andElectricalEngineering(TMEE),2011InternationalConferenceon,2011.JuanZhang.ThedesignofthebuildingmaterialsmanagementsystembasedonB/Sstructure[P].ComputerScienceandServiceSystem(CSSS),2011InternationalConferenceon,2011.Pequeno,M.C.,deCarvalho,J.M.,Hattori,M.T..MethodologyforbuildingnumericalstructuresforSIPREX-acoupledexpertsystemfordigitalfilterdesign[P].CircuitsandSystems,1995.,Proceedings.,Proceedingsofthe38thMidwestSymposiumon,1995.[7]E-DooKim,Yeon-SeokJung.Astep-basedproductmodelofbuildingstructuresfortheimplementationofschematic-to-detaileddesignprocess[P].ScienceandTechnology,1999.KORUS'99.Proceedings.TheThirdRussian-KoreanInternationalSymposiumon,1999.DeVries,A.J..ADesignMethodforSurface-WaveFiltersUsingSimpleStructuresasBuildingBlocks[P].1973UltrasonicsSymposium,1973.ZhangYuanzhu,WangYungang,ZhangShiming,ZhouShuying.Multi-projectassessmentmethodofTallbuildingStructureandSeismicDesignCourse[P].ComputerScience&Education(ICCSE),20127thInternationalConferenceon,2012.OkaRyuichi.Onadesignmethodofbuildingstructures[J].TransactionsoftheArchitecturalInstituteofJapan,1952,44(0).OkaHidetaka.2072)DynamicDesignofMulti-storiedBuilding(Structure)[J].TransactionsoftheArchitecturalInstituteofJapan,1964,103(0).OdakaTeruo.2040EarthquakeResponseofBuildingsDesignedBasingonthePresentCode(Structures)[J].TransactionsoftheArchitecturalInstituteofJapanSummariesofTechnicalPapers,1967,42(0).HisatokuToshiharu.2042OptimumDistributionoftheShearStrengthforAseismicDesignofTallBuildingStructures(Structures)[J].TransactionsoftheArchitecturalInstituteofJapanSummariesofTechnicalPapers,1967,42(0).KanaiKiyoshi.2071)ANewMethodoftheEarthquakeResistantDesignofBuildings:PreliminaryNotes(Structure)[J].TransactionsoftheArchitecturalInstituteofJapan,1964,103(0).KoboriTakuji.2003)OntheStructuralDesignofTallBuildings(Structure)[J].TransactionsoftheArchitecturalInstituteofJapan,1963,89(0).Ji?íPokorn?,PetrKu?era.CalculationofLocalFireforDesigningBuildingStructures[J].TransactionsoftheVSB-TechnicalUniversityofOstrava,SafetyEngineeringSeries,2013,8(1).[17].IntheGovernmentCommitteeforConstructionoftheUSSR.OnchangesinthechapterSNiPII-B.6-66"basesandfoundationsofbuildingsandstructuresonpermafrostsoils.Designnorms"andintroductionofthenewconstructionnormsSN450-72[J].SoilMechanicsandFoundationEngineering,1974,10(5).[18]V.I.Krutov.Basicthesesofthedesignofbuildingsandstructuresonsettlingsoils(discussion)[J].SoilMechanicsandFoundationEngineering,1970,7(3).[19].Animportantaspectofstructuraldesignofsuper-tallbuildingsandstructures:Across-windloadsandeffects[J].ChineseScienceBulletin,2011,56(33).[20]WeiShi,XinZhengLu,LiePingYe.Uniform-risk-targetedseismicdesignforcollapsesafetyofbuildingstructures[J].ScienceChinaTechnologicalSciences,2012,55(6).[21]L.E.Temkin.Instructionsfordesignofbasesandfoundationsofbuildingsandstructuresconstructedonpeatyareas[J].SoilMechanicsandFoundationEngineering,1976,13(2).[22].Designingofbuildingsandstructuresonslumpingsoils[J].SoilMechanicsandFoundationEngineering,1966,3(1).[23].TheStructuralDesignofTallandSpecialBuildingsCallforPapersSpecialIssueonSeismicPerformanceandResponseControlofLarge‐ScaleandSpecialStructures[J].TheStructuralDesignofTallandSpecialBuildings,2016,25(8).Dr.‐Ing.UdoMeyer.Fireresistanceassessmentofmasonrystructures–StructuralfiredesignofmasonrybuildingsaccordingtotheEurocodes[J].Mauerwerk,2013,17(3).BassamA.IzzuddinProf..Robustnessbydesign–Simplifiedprogressivecollapseassessmentofbuildingstructures[J].Stahlbau,2010,79(8).HideoFujitani,MasaomiTeshigawara,WataruGojo,YoshinobuHirano,TaikiSaito.FrameworkforPerformance‐BasedDesignofBuildingStructures[J].Computer‐AidedCivilandInfrastructureEngineering,2005,20(1).LiWei,LiQing‐Ning.Performance‐basedseismicdesignofcomplicatedtallbuildingstructuresbeyondthecodespecification[J].TheStructuralDesignofTallandSpecialBuildings,2012,21(8).BehnoudGanjavi,HongHao.Optimumlateralloadpatternforseismicdesignofelasticshear‐buildingsincorporatingsoil–structureinteractioneffects[J].EarthquakeEngineering&StructuralDynamics,2013,42(6).BagautdinovRuslan,MonastirevaDaria,B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