重大土木与水利工程安全性及耐久性的基础研究
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摘要
系统地介绍土木与水利学科在“九五”期间完成的 ,国家基础性研究重大项目 (攀登计划B)“重大土木与水利工程安全性与耐久性的基础研究”的主要成果。这个项目是以与国民经济息息相关的几种典型的重大结构 (高坝、大跨桥梁和高层建筑 )为依托 ,以结构“生命周期”施工、使用和老化三阶段为主线 ,系统地进行的有关结构安全性与耐久性的基础研究。这些成果对我国加大基础建设投入 ,实施西部大开发战略 ,保证工程安全有重要科技价值
The major research results from the national key projects are introduced in the paper The project is relied on several typical major structures that are some high dams,long span bridges,and high-rise buildings Those structures are closely linked with the national economy The main line of the project is so-called"structural life circle "It includes the construction stage,service stage,and aging stage From the science and technology viewpoint,the research contributions are very significant for the enlarging scale of the capital construction Similarly,it is also very important to develop the western region and to ensure the engineering quality
The major research results from the national key projects are introduced in the paper The project is relied on several typical major structures that are some high dams,long span bridges,and high-rise buildings Those structures are closely linked with the national economy The main line of the project is so-called"structural life circle "It includes the construction stage,service stage,and aging stage From the science and technology viewpoint,the research contributions are very significant for the enlarging scale of the capital construction Similarly,it is also very important to develop the western region and to ensure the engineering quality
引文
1 刘西拉国家自然科学基金委员会材料与工程科学部委托项目,“结构工程学科发展战略研究报告”,清华大学土木工程系,1991,3
2 邓建辉,丰定祥,葛修润,谷先荣多介质边坡弹性模量位移反分析模型与优化算法岩土工程学报,1997,19(3):22～27
3 郑 宏,葛修润,李焯芬脆塑性岩体的分析原理及其应用,岩石力学与工程学报,1997,16(1):8～21
4 范立础,潘永仁,杜国华大跨度悬索桥结构架设参数精细算法研究,土木工程学报,1999,32(6):20～25
5 潘永仁,范立础悬索桥施工中主缆横截面平均温度实用计算法,同济大学学报,1998,26(2):114～118
6 Dong-PingFang,Chuan-DongGeng,Hong-YiZhuandXi-LaLiuFloorLoadDistributioninReinforcedConcreteBuildingsDuringConstruction,ACIStructuralJournal,2001,98(2)
7 YiqunFan,XionghuaLiao&XikuiLiTransientAnalysisofBracedExcavationsinElasto-plasticSaturatedUnsaturatedSoilsandParametricStudy,ComputerMethodsandAdvancesinGeome chanics,1997,1893～1898
8 XikuiLi,S CescottoAMixedElementMethodinGradientPlas ticityforPressureDependentMaterialsandModellingofStrainLo calization,ComputMethodsApplMechEngrg1997,144:287～305
9 XikuiLi,H R Thomas,YiqunFanFiniteElementMethodandConstitutiveModellingandComputationforUnsaturatedSoils,ComputerMethodsinAppliedMechanicsandEngineering,1999,169:135～159
10 XikuiLi,S CescottoandP G DuxburyAMixedStrainMethodforPressure-DependentElastoplasticityatModerateFiniteStrain,InternationalJournalforNumericalMethodsinEngineer ing,1998,43(1):111～129
11 BofangZhuEffectofCoolingbyWalerFlowinginNonmetalPipesEmbeddedinMassConcrete,J ofConstructionandManagement,1999,125(1),JanFeb41～48
12 Song,X B ,Liu,X L ,Experimentalresearchoncorrosionofreinforcementinconcretethroughcathode-to-anodeareara tio,ACIMateriJ 2000,97(2),Mar-Apr148～155
13 H CaiandX LiuFreeze-ThawDurabilityofConcrete:IceFor mationProcessinPores,CementandConcreteResearch,1998,28(9):1281～1287
14 XinyingLuApplicationoftheNernst-EinsteinEquationtoCon crete,CementandConcreteResearch,1997,27(2):293～302
15 刘西拉,刘 闯结构安全等级的实用计算建筑结构学报,2001,22(1),42～47
16 XilaLiuandZhongfuLiAReasoningMethodinDamageAssess mentofBuildings,MicrocomputersinCivilEngineering,1994,9,329～334
17 M Gu,Y L Xu,L Z Chen,H F XiangFatigueLifeEstima tionofSteelGirderofYangpuCable-StayedBridgeDuetoBuf feting,JournalofWindEngineeringandIndustrialAerodynamics,1999,80,383～400
18 ChunhuaLiu,Ton-LoWangandQuanQinStudyonSensitivityofModalParametersforSuspensionBridges,StructuralEngineer ingandMechanics,1999,8(5),453～464
19 秦 权,楼 磊非经典阻尼对悬索桥地震反应的影响土木工程学报,1999,32(3):17～22
20 QinQuanandZhangWeiguoDamageDetectionofSuspensionBridges,Proceedingsof16thInternationalModalAnalysisCon ference,1998,Vol2:945～951
21 Guo-QiangLi,B S ChooAContinuous-DiscreteApproachtotheFreeVibrationAnalysisofStiffenedPiercedWallsonFlexibleFoundations,IntJ SolidsStructures,1996,33(2):249～263
22 Guo-QiangLi,Kun-ChaoHao,YeLu,Su-WenChenAFlexibilityApproachforDamageIdentificationofCantilever-TypeStructureswithBendingandShearDeformation,ComputersandStructures,1999,73:565～572
23 J Li,J B RobertsStochasticStructuralSystemIdentification,PartI:Meanparameterestimation,ComputationalMechanics,1999,23:466
24 ShenZuyan,DongBao,CaoWenxianAHysteresisModelforPlanesteelMemberswithDamageCumulationEffects,JournalofConstructionalSteelResearch,1998,48:79～87
25 Guo-QiangLi,Zu-YanShen,Jing-YuHuangSpatialHys tereticModelandElasto-PlasticStiffnessofSteelColumns,JournalofConstructionalSteelResearch,1999,50:283～303
26 LiuHaixiao,ZhangChuhan,LiZheng,ZhouXtrengPhotoela sticStudiesforCompositeDynamics,JournalofMaterialsSci ence,1999,34,3479～3487
27 YueXingDong,ChuHanZhang,GuangLunWang,andSingPingChiewStrainFactorRatioCriterionforCrachExtensioninAnisotropicPlates,JournalofEngineeringMechanics,January1999,119～122
28 郭卓明,胡 勃,袁万城,范立础桥梁抗震安全设防及重要性的效益成本分析同济大学学报,1999,27(2),155～159
29 胡 勃,袁万城,王君杰,范立础大型桥梁结构抗震分级设防与安全评定标准世界地震工程,1998,14(1):1～9
30 ZhangYueandLiuXilaTheoryofResponseAnalysisforContinu ousFuzzyStochasticDynamicalSystems,ⅠNormalModeMeth od,CivilEngAndEnvSyst,1998,15,23～44
31 ZhangYueandLiuXilaTheoryofResponseAnalysisforContinu ousFuzzyStochasticDynamicalSystems,ⅡInfluenceFunctionMethod,CivilEngAndEnvSyst,1998,15,45～66
32 赵国藩,王恒栋广义随机空间内的结构可靠度实用分析方法土木工程学报,1996,29(4):47～51
33 佟晓利,赵国藩一种与结构可靠度分析几何法相结合的响应面方法土木工程学报,1997,30(4):51～57
34 姚继涛,赵国藩,浦聿修二维标准正态联合概率的计算建筑结构学报,1996,17(4):10～19
35 贡金鑫,赵国藩考虑抗力随时间变化的结构可靠度分析建筑结构学报,1998,19(5):43～51
2 邓建辉,丰定祥,葛修润,谷先荣多介质边坡弹性模量位移反分析模型与优化算法岩土工程学报,1997,19(3):22～27
3 郑 宏,葛修润,李焯芬脆塑性岩体的分析原理及其应用,岩石力学与工程学报,1997,16(1):8～21
4 范立础,潘永仁,杜国华大跨度悬索桥结构架设参数精细算法研究,土木工程学报,1999,32(6):20～25
5 潘永仁,范立础悬索桥施工中主缆横截面平均温度实用计算法,同济大学学报,1998,26(2):114～118
6 Dong-PingFang,Chuan-DongGeng,Hong-YiZhuandXi-LaLiuFloorLoadDistributioninReinforcedConcreteBuildingsDuringConstruction,ACIStructuralJournal,2001,98(2)
7 YiqunFan,XionghuaLiao&XikuiLiTransientAnalysisofBracedExcavationsinElasto-plasticSaturatedUnsaturatedSoilsandParametricStudy,ComputerMethodsandAdvancesinGeome chanics,1997,1893～1898
8 XikuiLi,S CescottoAMixedElementMethodinGradientPlas ticityforPressureDependentMaterialsandModellingofStrainLo calization,ComputMethodsApplMechEngrg1997,144:287～305
9 XikuiLi,H R Thomas,YiqunFanFiniteElementMethodandConstitutiveModellingandComputationforUnsaturatedSoils,ComputerMethodsinAppliedMechanicsandEngineering,1999,169:135～159
10 XikuiLi,S CescottoandP G DuxburyAMixedStrainMethodforPressure-DependentElastoplasticityatModerateFiniteStrain,InternationalJournalforNumericalMethodsinEngineer ing,1998,43(1):111～129
11 BofangZhuEffectofCoolingbyWalerFlowinginNonmetalPipesEmbeddedinMassConcrete,J ofConstructionandManagement,1999,125(1),JanFeb41～48
12 Song,X B ,Liu,X L ,Experimentalresearchoncorrosionofreinforcementinconcretethroughcathode-to-anodeareara tio,ACIMateriJ 2000,97(2),Mar-Apr148～155
13 H CaiandX LiuFreeze-ThawDurabilityofConcrete:IceFor mationProcessinPores,CementandConcreteResearch,1998,28(9):1281～1287
14 XinyingLuApplicationoftheNernst-EinsteinEquationtoCon crete,CementandConcreteResearch,1997,27(2):293～302
15 刘西拉,刘 闯结构安全等级的实用计算建筑结构学报,2001,22(1),42～47
16 XilaLiuandZhongfuLiAReasoningMethodinDamageAssess mentofBuildings,MicrocomputersinCivilEngineering,1994,9,329～334
17 M Gu,Y L Xu,L Z Chen,H F XiangFatigueLifeEstima tionofSteelGirderofYangpuCable-StayedBridgeDuetoBuf feting,JournalofWindEngineeringandIndustrialAerodynamics,1999,80,383～400
18 ChunhuaLiu,Ton-LoWangandQuanQinStudyonSensitivityofModalParametersforSuspensionBridges,StructuralEngineer ingandMechanics,1999,8(5),453～464
19 秦 权,楼 磊非经典阻尼对悬索桥地震反应的影响土木工程学报,1999,32(3):17～22
20 QinQuanandZhangWeiguoDamageDetectionofSuspensionBridges,Proceedingsof16thInternationalModalAnalysisCon ference,1998,Vol2:945～951
21 Guo-QiangLi,B S ChooAContinuous-DiscreteApproachtotheFreeVibrationAnalysisofStiffenedPiercedWallsonFlexibleFoundations,IntJ SolidsStructures,1996,33(2):249～263
22 Guo-QiangLi,Kun-ChaoHao,YeLu,Su-WenChenAFlexibilityApproachforDamageIdentificationofCantilever-TypeStructureswithBendingandShearDeformation,ComputersandStructures,1999,73:565～572
23 J Li,J B RobertsStochasticStructuralSystemIdentification,PartI:Meanparameterestimation,ComputationalMechanics,1999,23:466
24 ShenZuyan,DongBao,CaoWenxianAHysteresisModelforPlanesteelMemberswithDamageCumulationEffects,JournalofConstructionalSteelResearch,1998,48:79～87
25 Guo-QiangLi,Zu-YanShen,Jing-YuHuangSpatialHys tereticModelandElasto-PlasticStiffnessofSteelColumns,JournalofConstructionalSteelResearch,1999,50:283～303
26 LiuHaixiao,ZhangChuhan,LiZheng,ZhouXtrengPhotoela sticStudiesforCompositeDynamics,JournalofMaterialsSci ence,1999,34,3479～3487
27 YueXingDong,ChuHanZhang,GuangLunWang,andSingPingChiewStrainFactorRatioCriterionforCrachExtensioninAnisotropicPlates,JournalofEngineeringMechanics,January1999,119～122
28 郭卓明,胡 勃,袁万城,范立础桥梁抗震安全设防及重要性的效益成本分析同济大学学报,1999,27(2),155～159
29 胡 勃,袁万城,王君杰,范立础大型桥梁结构抗震分级设防与安全评定标准世界地震工程,1998,14(1):1～9
30 ZhangYueandLiuXilaTheoryofResponseAnalysisforContinu ousFuzzyStochasticDynamicalSystems,ⅠNormalModeMeth od,CivilEngAndEnvSyst,1998,15,23～44
31 ZhangYueandLiuXilaTheoryofResponseAnalysisforContinu ousFuzzyStochasticDynamicalSystems,ⅡInfluenceFunctionMethod,CivilEngAndEnvSyst,1998,15,45～66
32 赵国藩,王恒栋广义随机空间内的结构可靠度实用分析方法土木工程学报,1996,29(4):47～51
33 佟晓利,赵国藩一种与结构可靠度分析几何法相结合的响应面方法土木工程学报,1997,30(4):51～57
34 姚继涛,赵国藩,浦聿修二维标准正态联合概率的计算建筑结构学报,1996,17(4):10～19
35 贡金鑫,赵国藩考虑抗力随时间变化的结构可靠度分析建筑结构学报,1998,19(5):43～51
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