建筑結(jié)構(gòu)設(shè)計(jì)英文參考文獻(xiàn)(精選120個(gè))

隨著我國(guó)社會(huì)經(jīng)濟(jì)的飛速發(fā)展，建筑業(yè)也得到了快速發(fā)展。建筑結(jié)構(gòu)設(shè)計(jì)主要分為三個(gè)階段：結(jié)構(gòu)方案階段、構(gòu)計(jì)算階段與施工圖設(shè)計(jì)階段。其中結(jié)構(gòu)方案階段的內(nèi)容是：根據(jù)建筑的重要性，工程地質(zhì)勘查報(bào)告，建筑所在地的抗震設(shè)防烈度，建筑的高度和樓層的層數(shù)以及建筑場(chǎng)地的類別來確定建筑的結(jié)構(gòu)形式。下面是搜素整理的建筑結(jié)構(gòu)設(shè)計(jì)英文參考文獻(xiàn)，歡迎借鑒參考。建筑結(jié)構(gòu)設(shè)計(jì)英文參考文獻(xiàn)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.Optimumlatera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