工程结构可靠度分析方法综述
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摘要
对现有的工程结构可靠度分析方法进行了分类概括、评述 ,介绍了各种分析方法的特点和进展
Based on summary of the reliability analysis method for engineering structures; the characteristics and advancement in each analysis methods were introduced.
Based on summary of the reliability analysis method for engineering structures; the characteristics and advancement in each analysis methods were introduced.
引文
[1]董聪.现代结构系统可靠度理论及应用[M ].北京:科学出版社,2001.62～72.DongCong.TheTheoryandApplicationofModernStructuralSystemsReliability[M ].Beijing:TheSciencePublishingHouse,2001.62～72.
[2]杨伟军,赵传智.土木工程结构可靠度理论与设计[M ].北京:人民交通出版社,1998.48～68.YangWeijun,ZhaoChuanzhi.ReliabilityTheoriesandDesignforCivilEngineeringStructure[M ].Beijing:ThePeople’sTrafficPublishingHouse,1998.48～68.
[3]赵国藩,金伟良,贡金鑫.结构可靠度理论[M ].北京:中国建筑工业出版社,2000.21～64.ZhaoGuofan,JinWeiliang,GongJinxin.TheoryofStructureReliability[M ].Beijing:ConstructuralIndustrialPressofChina,2000.21～64.
[4]陈安龙,于雷,郑云龙.基于Rosenblatt变换的一阶可靠度分析方法[J].大连理工大学学报,2000,40(6):741～743.ChenAnlong,YuLei,ZhengYunlong.First orderReliabilityMethodBasedonRosenblattTransformation[J].JournalofDalianUniversityofTechnology,2000,40(6):741～743.
[5]邓子胜.工程结构可靠度设计的研究与应用进展[J].五邑大学学报,2001,15(3):19～25.DengZisheng.AResearchandApplicationProceedingsofReliabilityDesignforEngineeringStructures[J].JournalofWuyiUniversity,2001,15(3):19～25.
[6]雷同,王平,刘东升.求解结构可靠度指标的一种新算法[J].岩土力学与工程学报,2002,21(5):736～739.LeiTong,WangPing,LiuDongsheng.NewAlgorithmforCalculationofReliabilityIndexsofStructures[J].ChineseJournalofRockMechanicsandEngineering,2002,21(5):736～739.
[7]EngeleundS ,RackwitzR .ABenchmarkStudyonImportanceSamplingTechniquesinStructuralReliability[J].StructuralSafety,1993,12(4):255～276.
[8]张建仁,徐福友.两种求解可靠指标的实用算法[J].工程力学,2002,19(3):159～165.ZhangJianren,XuFuyou.TwoPracticalAlgorithmsforAcquiringReliabilityIndex[J].EngineeringMechanics,2002,19(3):159～165.
[9]杨成永,张弥,白小亮.用于结构可靠度分析的多响应面法[J].北方交通大学学报,2001,25(1):1～4.YangChengyong,ZhangMi,BaiXiaoliang.MultipleResponseSurfaceMethodinAnalysisofStructuralReliability[J].JournalofNorthernJiaotongUniversity,2001,25(1):1～4.
[10]ZhengY ,DasPK .ImprovedResponseSurfaceMethodandItsApplicationtoStiffenedPlateReliabilityAnalysis[J].EngineeringStructure,2000,22:544～551.
[11]郭书祥,冯元生,吕震宙.随机有限元方法与结构可靠性[J].力学进展,2000,30(3):343～349.GuoShuxiang,FengYuansheng,L櫣Zhenzhou.StochasticFiniteElementMethodandStructureReliability[J].AdvancesinMechanics,2000,30(3):343～349.
[12]尹健.随机有限元在结构强度可靠性分析中的应用[J].贵州工业大学学报,1998,27(2):39～42.YinJian.TheApplicationofStochasticFiniteElementMethodintheStrengthReliabilityAnalysisofStructures[J].JournalofGuizhouUniversityofTechnology,1998,27(2):39～42.
[13]AeldinBA ,SpanosPD .OnRandomFieldinStochasticFiniteElements[J].JournalofAppliedMechanics,1997,65(2):320～327.
[14]徐军,郑颖人.可靠度响应面有限元及其工程应用[J].地下空间,2001,21(50):354～360.XuJun,ZhengYingren.ReliabilityResponseSurfaceFEMandItsApplicationinEngineering[J].UndergroundSpace,2001,21(50):354～360.
[15]颜立新,康红普,高谦.基于响应面函数的可靠度分析及应用[J].岩土力学,2001,22(3):327～333.YanLixin,KangHongpu,GaoQian.ReliabilityAnalysisBasedonResponseSurfaceFunctionandItsApplication[J].RockandSoilMechanics,2001,22(3):327～333.
[16]贡金鑫,仲伟秋,赵国藩.工程结构可靠性基本理论的发展与应用(1)[J].建筑结构学报,2002,23(4):2～9.GongJinxin,ZhongWeiqiu,ZhaoGuofan.DevelopmentsandApplicationsofReliabilityTheoriesforEngineeringStructures(1)[J].JournalofBuildingStructures,2002,23(4):2～9.
[17]陈集丰.结构的模糊随机可靠性分析[J].强度与环境,1996,(1):40～46.ChenJifeng.StructuralFuzzyRandomReliabilityAnalysis[J].Structure&EnvironmentEngineering,1996,(1):40～46.
[18]张俊芝,李桂青,陈平.验证荷载条件下的在役结构动态可靠度[J].武汉工业大学学报,2000,22(6):75～77.ZhangJunzhi,LiGuiqing,ChenPing.TheDynamicReliabilityofProofLoadforExistingStructures[J].JournalofWuhanUniversityofTechnology,2000,22(6):75～77.
[19]吴斌,欧进萍,张纪刚.基于可靠度的结构损伤性能设计[J].世界地震工程,2002,18(3):10～18.WuBin,OuJinping,ZhangJigang.ReliabilityBasedDamagePerformanceDesignofStructures[J].WorldEarthquakeEngineering,2002,18(3):10～18.
[20]赵尚传,赵国藩,贡金鑫.在役钢筋砼结构基于可靠性的疲劳寿命分析[J].工程力学,2002,19(4):7～11.ZhaoShangchuan,ZhaoGuofan,GongJinxin.AnalysisofFati
[2]杨伟军,赵传智.土木工程结构可靠度理论与设计[M ].北京:人民交通出版社,1998.48～68.YangWeijun,ZhaoChuanzhi.ReliabilityTheoriesandDesignforCivilEngineeringStructure[M ].Beijing:ThePeople’sTrafficPublishingHouse,1998.48～68.
[3]赵国藩,金伟良,贡金鑫.结构可靠度理论[M ].北京:中国建筑工业出版社,2000.21～64.ZhaoGuofan,JinWeiliang,GongJinxin.TheoryofStructureReliability[M ].Beijing:ConstructuralIndustrialPressofChina,2000.21～64.
[4]陈安龙,于雷,郑云龙.基于Rosenblatt变换的一阶可靠度分析方法[J].大连理工大学学报,2000,40(6):741～743.ChenAnlong,YuLei,ZhengYunlong.First orderReliabilityMethodBasedonRosenblattTransformation[J].JournalofDalianUniversityofTechnology,2000,40(6):741～743.
[5]邓子胜.工程结构可靠度设计的研究与应用进展[J].五邑大学学报,2001,15(3):19～25.DengZisheng.AResearchandApplicationProceedingsofReliabilityDesignforEngineeringStructures[J].JournalofWuyiUniversity,2001,15(3):19～25.
[6]雷同,王平,刘东升.求解结构可靠度指标的一种新算法[J].岩土力学与工程学报,2002,21(5):736～739.LeiTong,WangPing,LiuDongsheng.NewAlgorithmforCalculationofReliabilityIndexsofStructures[J].ChineseJournalofRockMechanicsandEngineering,2002,21(5):736～739.
[7]EngeleundS ,RackwitzR .ABenchmarkStudyonImportanceSamplingTechniquesinStructuralReliability[J].StructuralSafety,1993,12(4):255～276.
[8]张建仁,徐福友.两种求解可靠指标的实用算法[J].工程力学,2002,19(3):159～165.ZhangJianren,XuFuyou.TwoPracticalAlgorithmsforAcquiringReliabilityIndex[J].EngineeringMechanics,2002,19(3):159～165.
[9]杨成永,张弥,白小亮.用于结构可靠度分析的多响应面法[J].北方交通大学学报,2001,25(1):1～4.YangChengyong,ZhangMi,BaiXiaoliang.MultipleResponseSurfaceMethodinAnalysisofStructuralReliability[J].JournalofNorthernJiaotongUniversity,2001,25(1):1～4.
[10]ZhengY ,DasPK .ImprovedResponseSurfaceMethodandItsApplicationtoStiffenedPlateReliabilityAnalysis[J].EngineeringStructure,2000,22:544～551.
[11]郭书祥,冯元生,吕震宙.随机有限元方法与结构可靠性[J].力学进展,2000,30(3):343～349.GuoShuxiang,FengYuansheng,L櫣Zhenzhou.StochasticFiniteElementMethodandStructureReliability[J].AdvancesinMechanics,2000,30(3):343～349.
[12]尹健.随机有限元在结构强度可靠性分析中的应用[J].贵州工业大学学报,1998,27(2):39～42.YinJian.TheApplicationofStochasticFiniteElementMethodintheStrengthReliabilityAnalysisofStructures[J].JournalofGuizhouUniversityofTechnology,1998,27(2):39～42.
[13]AeldinBA ,SpanosPD .OnRandomFieldinStochasticFiniteElements[J].JournalofAppliedMechanics,1997,65(2):320～327.
[14]徐军,郑颖人.可靠度响应面有限元及其工程应用[J].地下空间,2001,21(50):354～360.XuJun,ZhengYingren.ReliabilityResponseSurfaceFEMandItsApplicationinEngineering[J].UndergroundSpace,2001,21(50):354～360.
[15]颜立新,康红普,高谦.基于响应面函数的可靠度分析及应用[J].岩土力学,2001,22(3):327～333.YanLixin,KangHongpu,GaoQian.ReliabilityAnalysisBasedonResponseSurfaceFunctionandItsApplication[J].RockandSoilMechanics,2001,22(3):327～333.
[16]贡金鑫,仲伟秋,赵国藩.工程结构可靠性基本理论的发展与应用(1)[J].建筑结构学报,2002,23(4):2～9.GongJinxin,ZhongWeiqiu,ZhaoGuofan.DevelopmentsandApplicationsofReliabilityTheoriesforEngineeringStructures(1)[J].JournalofBuildingStructures,2002,23(4):2～9.
[17]陈集丰.结构的模糊随机可靠性分析[J].强度与环境,1996,(1):40～46.ChenJifeng.StructuralFuzzyRandomReliabilityAnalysis[J].Structure&EnvironmentEngineering,1996,(1):40～46.
[18]张俊芝,李桂青,陈平.验证荷载条件下的在役结构动态可靠度[J].武汉工业大学学报,2000,22(6):75～77.ZhangJunzhi,LiGuiqing,ChenPing.TheDynamicReliabilityofProofLoadforExistingStructures[J].JournalofWuhanUniversityofTechnology,2000,22(6):75～77.
[19]吴斌,欧进萍,张纪刚.基于可靠度的结构损伤性能设计[J].世界地震工程,2002,18(3):10～18.WuBin,OuJinping,ZhangJigang.ReliabilityBasedDamagePerformanceDesignofStructures[J].WorldEarthquakeEngineering,2002,18(3):10～18.
[20]赵尚传,赵国藩,贡金鑫.在役钢筋砼结构基于可靠性的疲劳寿命分析[J].工程力学,2002,19(4):7～11.ZhaoShangchuan,ZhaoGuofan,GongJinxin.AnalysisofFati
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