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基于全寿命周期的桥梁结构抗震性能评价与设计方法研究进展

, PP. 32-45

Keywords: 桥梁工程,结构抗震,综述,抗震性能评价,全寿命周期成本分析

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Abstract:

?为了促进桥梁结构全寿命抗震设计研究在中国的发展,详细论述并总结了基于全寿命周期的桥梁结构抗震性能评价与设计方法在国内外的研究进展,同时建立了其研究体系的基本框架。首先介绍了钢筋混凝土桥梁结构在其全寿命周期内遭受以氯离子腐蚀作用为主的环境作用分析模型的研究成果,在此基础上着重介绍了以桥梁结构地震易损性分析方法为代表的抗震性能评价方法与地震损失成本评估方法的研究进展,最后论述了基于全寿命成本分析的桥梁结构抗震优化设计方法研究现状。研究结果表明:基于全寿命周期的抗震性能评价和设计方法能够合理地解决传统抗震设计方法中未考虑结构抗震性能退化的问题,对于桥梁抗震工程领域的发展具有重要意义。

References

[1]  ASCE.Report Card for America's Infrastructure[R].Reston:ASCE,2009.
[2]  高小旺,鲍霭斌.地震作用的概率模型及其统计参数[J].地震工程与工程震动,1985,5(1):13-22.GAO Xiao-wang,BAO Ai-bin.Probabilistic Model and Its Statistical Parameters for Seismic Load[J].Earthquake Engineering and Engineering Vibration,1985,5(1):13-22.
[3]  CORNELL C A.Engineering Seismic Risk Analysis[J].Bulletin of the Seismological Society of America,1968,58(5):1583-1606.
[4]  LIU Y.Modeling the Time-to-corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures[D].Blacksburg:Virginia Polytechnic Institute and State University,1996.
[5]  林 迟.基于结构全寿命设计需求的环境作用与结构性能退化研究[D].哈尔滨:哈尔滨工业大学,2010.LIN Chi.Study on Environmental Actions and Performance Degradation of Structures for the Needs of Structural Life-cycle Design[D].Harbin:Harbin Institute of Technology,2010.
[6]  BASOZ N I,KIREMIDJIAN A S,KING S A,et al.Statistical Analysis of Bridge Damage Data from the 1994 Northridge,CA,Earthquake[J].Earthquake Spectra,1999,15(1):25-53.
[7]  SHINOZUKA M,FENG M Q,LEE J,et al.Statistical Analysis of Fragility Curves[J].Journal of Engineering Mechanics,2000,126(12):1224-1231.
[8]  SIMON J,BRACCI J M,GARDONI P.Seismic Response and Fragility of Deteriorated Reinforced Concrete Bridges[J].Journal of Structural Engineering,2010,136(10):1273-1281.
[9]  NIELSON B G.Analytical Fragility Curves for Highway Bridges in Moderate Seismic Zones[D].Atlanta:Georgia Institute of Technology,2005.
[10]  ALIPOUR A,SHAFEI B,SHINOZUKA M.Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas[J].Journal of Bridge Engineering,2011,16(5):597-611.
[11]  VAL D V,STEWART M G.Life-cycle Cost Analysis of Reinforced Concrete Structures in Marine Environments[J].Structural Safety,2003,25(4):343-362.
[12]  GHOSH J,PADGETT J E.Probabilistic Seismic Loss Assessment of Aging Bridges Using a Component-level Cost Estimation Approach[J].Earthquake Engineering and Structural Dynamics,2011,40(15):1743-1761.
[13]  HAWK H.Bridge Life-cycle Cost Analysis[R].Washington DC:Transportation Research Board,2003.
[14]  SINGH D,TIONG R L K.Development of Life-cycle Costing Framework for Highway Bridges in Myanmar[J].International Journal of Project Management,2005(23):37-44.
[15]  邵旭东,彭建新,晏班夫.桥梁全寿命设计方法框架性研究[J].公路,2006(1):44-49.SHAO Xu-dong,PENG Jian-xin,YAN Ban-fu.Framework Research on Design Method for Bridge Life-cycle[J].Highway,2006(1):44-49.
[16]  张 宇,李宏男,李 钢.考虑钢筋锈蚀的震损结构抗震性能评估[J].建筑科学与工程学报,2011,28(4):97-105.ZHANG Yu,LI Hong-nan,LI Gang.Seismic Performance Evaluation of Earthquake Damaged Structures Considering Rebar Corrosion[J].Journal of Architecture and Civil Engineering,2011,28(4):97-105.
[17]  李宏男.结构多维抗震理论[M].北京:科学出版社,2006.LI Hong-nan.Earthquake Resistant Theory of Structures to Multi-dimensional Excitations[M].Beijing:Science Press,2006.
[18]  GB 18306—2001,中国地震动参数区划图[S].GB 18306—2001,Seismic Ground Motion Parameter Zonation Map of China[S].
[19]  GB 50011—2010,建筑抗震设计规范[S].GB 50011—2010,Code for Seismic Design of Buildings[S].
[20]  GUTENBERG B,RICHTER C F.Frequency of Earthquakes in California[J].Bulletin of the Seismological Society of America,1944,34(4):185-188.
[21]  TAKAHASHI Y,KIUREGHIAN A D,ANG A H S.Life-cycle Cost Analysis Based on a Renewal Model of Earthquake Occurrences[J].Earthquake Engineering and Structural Dynamics,2004,33(7):859-880.
[22]  USGS.Hazard Curve Application[DB/OL].(2014-01-27)[2014-05-08].http://geohazards.usgs.gov/hazardtool/application.php.
[23]  ANDRADE C.Calculation of Chloride Diffusion Coefficients in Concrete from Ionic Migration Measurements[J].Cement and Concrete Research,1993,23(3):724-742.
[24]  DuraCrete.Statistical Quantification of the Variables in the Limit State Functions:Summary[R].Gouda:European Union,2000.
[25]  XI Y,BAANT Z P.Modeling Chloride Penetration in Saturated Concrete[J].Journal of Materials in Civil Engineering,1999,11(1):58-65.
[26]  KONG J S,ABABNEH A N,FRANGOPOL D M,et al.Reliability Analysis of Chloride Penetration in Saturated Concrete[J].Probabilistic Engineering Mechanics,2002,17(3):302-315.
[27]  ABABNEH A N,BENBOUDJEMA F,XI Y.Chloride Penetration in Nonsaturated Concrete[J].Journal of Materials in Civil Engineering,2003,15(2):183-191.
[28]  ALIPOUR A,SHAFEI B,SHINOZUKA M.Capacity Loss Evaluation of Reinforced Concrete Bridges Located in Extreme Chloride-laden Environments[J].Structure and Infrastructure Engineering,2013,9(1):8-27.
[29]  GHOSH J,PADGETT J E.Aging Considerations in the Development of Time-dependent Seismic Fragility Curves[J].Journal of Structural Engineering,2010,136(12):1497-1511.
[30]  YALCYN H,ERGUN M.The Prediction of Corrosion Rates of Reinforcing Steels in Concrete[J].Cement and Concrete Research,1996,26(10):1593-1599.
[31]  LIU T,WEYERS R W.Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures[J].Cement and Concrete Research,1998,28(3):365-379.
[32]  VU K A T,STEWART M G.Structural Reliability of Concrete Bridges Including Improved Chloride-induced Corrosion Models[J].Structural Safety,2000,22(4):313-333.
[33]  DU Y G,CLARK L A,CHAN A H C.Residual Capacity of Corroded Reinforcing Bars[J].Magazine of Concrete Research,2005,57(3):135-147.
[34]  EL MAADDAWY T,SOUDKI K.A Model for Prediction of Time from Corrosion Initiation to Corrosion Cracking[J].Cement and Concrete Composites,2007,29(3):168-175.
[35]  VIDAL T,CASTEL A,FRANCOIS R.Analyzing Crack Width to Predict Corrosion in Reinforced Concrete[J].Cement and Concrete Research,2004,34(1):165-174.
[36]  ZHANG R,CASTEL A,FRANCOIS R.Concrete Cover Cracking with Reinforcement Corrosion of RC Beam During Chloride-induced Corrosion Process[J].Cement and Concrete Research,2010,40(1):415-425.
[37]  LEE K M,CHO H N,CHA C J.Life-cycle Cost-effective Optimum Design of Steel Bridges Considering Environmental Stressors[J].Engineering Structures,2006,28(9):1252-1265.
[38]  彭建新,邵旭东,张建仁.气候变化、CO2排放及其对碳化腐蚀的钢筋混凝土开裂和时变可靠度的影响[J].土木工程学报,2010,43(6):74-81.PENG Jian-xin,SHAO Xu-dong,ZHANG Jian-ren.Climate Change,CO2 Emission Scenarios and Effects on Carbonation-induced Cracking and Time-dependent Reliability of Reinforced Concrete Structures[J].China Civil Engineering Journal,2010,43(6):74-81.
[39]  YAMAZAKI F,MOTOMURA H,HAMADA T.Damage Assessment of Expressway Networks in Japan Based on Seismic Monitoring[C]//WCEE.Proceedings of the 12th World Conference on Earthquake Engineering.Auckland:WCEE,2000:1-8.
[40]  HWANG H,JERNIGAN J B,LIN Y.Evaluation of Seismic Damage to Memphis Bridges and Highway Systems[J].Journal of Bridge Engineering,2000,5(4):322-330.
[41]  SHINOZUKA M,FENG M Q,KIM H K,et al.Nonlinear Static Procedure for Fragility Curve Development[J].Journal of Engineering Mechanics,2000,126(12):1287-1296.
[42]  KARIM K R,YAMAZAKI F.Effect of Earthquake Ground Motions on Fragility Curves of Highway Bridge Piers Based on Numerical Simulation[J].Earthquake Engineering and Structural Dynamics,2001,30(12):1839-1856.
[43]  MACKIE K,STOJADINOVIC B.Seismic Demands of Performance-based Design of Bridges[R].Berkeley:University of California,2003.
[44]  范立础,卓卫东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.FAN Li-chu,ZHUO Wei-dong.Ductility Seismic Design of Bridge[M].Beijing:China Communications Press,2001.
[45]  FANG C,LUNDGREN K,CHEN L,et al.Corrosion Influence on Bond in Reinforced Concrete[J].Cement and Concrete Research,2004,34(11):2159-2167.
[46]  PAN Y,AGRAWAL A K,GHOSN M.Seismic Fragility of Continuous Steel Highway Bridges in New York State[J].Journal of Bridge Engineering,2007,12(6):689-699.
[47]  NIELSON B G,DESROCHES R.Seismic Fragility Methodology for Highway Bridges Using a Component Level Approach[J].Earthquake Engineering and Structural Dynamics,2007,36(6):823-839.
[48]  MACKIE K,STOJADINOVIC B.Fragility Basis for California Highway Overpass Bridge Seismic Decision Making[R].Berkeley:University of California,2005.
[49]  PADGETT J E,NIELSON B G,DESROCHES R.Selection of Optimal Intensity Measures in Probabilistic Seismic Demand Models of Highway Bridge Portfolios[J].Earthquake Engineering and Structural Dynamics,2008,37(5):711-725.
[50]  FEMA.Multi-hazard Loss Estimation Methodology:HAZUS99 User's Manual[M].Washington DC:FEMA,1999.
[51]  CHOI E,DESROCHES R,NIELSON B.Seismic Fragility of Typical Bridges in Moderate Seismic Zones[J].Engineering Structures,2004,26(2):187-199.
[52]  BANERJEE S,SHINOZUKA M.Mechanistic Quantification of RC Bridge Damage States Under Earthquake Through Fragility Analysis[J].Probabilistic Engineering Mechanics,2008,23(1):12-22.
[53]  HWANG H,LIU J B,CHIU Y H.Seismic Fragility Analysis of Highway Bridges[R].Champaign:Mid-America Earthquake Center,2001.
[54]  KARIM K R,YAMAZAKI F.A Simplified Method of Constructing Fragility Curves for Highway Bridges[J].Earthquake Engineering and Structural Dynamics,2003,32(10):1603-1626.
[55]  YI J H,KIM S H,KUSHIYAMA S.PDF Interpolation Technique for Seismic Fragility Analysis of Bridges[J].Engineering Structures,2007,29(7):1312-1322.
[56]  ZHANG J,HUO Y.Evaluating Effectiveness and Optimum Design of Isolation Devices for Highway Bridges Using the Fragility Function Method[J].Engineering Structures,2009,31(8):1648-1660.
[57]  CORNELL C A,JALAYER F,HAMBURGER R O,et al.Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines[J].Journal of Structural Engineering,2002,128(4):526-533.
[58]  BECK J L,PORTER K A,SHAIKHUTDINOV R V.Simplified Estimation of Seismic Life-cycle Costs[C]//FRANGOPOL D M,BRUHWILER E,FABER M H,et al.Life-cycle Performance of Deteriorating Structures:Assessment,Design,and Management.Reston:ASCE,2003:229-236.
[59]  CHRISTENSEN P T.Life-cycle Cost-benefit (LCCB) Analysis of Bridges from a User and Social Point of View[J].Structure and Infrastructure Engineering,2009,5(1):49-57.
[60]  FRANGOPOL D M,LIN K Y,ESTES A C.Life-cycle Cost Design of Deteriorating Structures[J].Journal of Structural Engineering,1997,123(10):139-140.
[61]  FRANGOPOL D M,KONG J S,GHARAIBEH E S.Reliability-based Life-cycle Management of Highway Bridges[J].Journal of Computing in Civil Engineering,2001,15(1):27-34.
[62]  FRANGOPOL D M,MAUTE K.Life-cycle Reliability-based Optimization of Civil and Aerospace Structures[J].Computers & Structures,2003,81(7):397-410.
[63]  胡江碧,刘 妍.桥梁全寿命周期成本分析在工程中的应用[J].北京工业大学学报,2010,36(4):500-505.HU Jiang-bi,LIU Yan.Application of Bridge Life-cycle Cost Analysis in the Engineering[J].Journal of Beijing University of Technology,2010,36(4):500-505.
[64]  CHANG S E,SHINOZUKA M.Life-cycle Cost Analysis with Natural Hazard Risk[J].Journal of Infrastructure Systems,1996,2(3):118-126.
[65]  WEN Y K,KANG Y J.Minimum Building Life-cycle Cost Design Criteria.I:Methodology[J].Journal of Structural Engineering,2001,127(3):330-337.
[66]  WEN Y K,KANG Y J.Minimum Building Life-cycle Cost Design Criteria.II:Applications[J].Journal of Structural Engineering,2001,127(3):338-346.
[67]  LIU M,BURNS S A,WEN Y K.Optimal Seismic Design of Steel Frame Buildings Based on Life Cycle Cost Considerations[J].Earthquake Engineering and Structural Dynamics,2003,32(9):1313-1332.
[68]  ESTEVA L,DAZ-LPEZ O,GARCA-PREZ J, et al.Life-cycle Optimization in the Establishment of Performance-acceptance Parameters for Seismic Design[J].Structural Safety,2002,24(2):187-204.
[69]  MITROPOULOU C C,LAGAROS N D,PAPADRAKAKIS M.Life-cycle Cost Assessment of Optimally Designed Reinforced Concrete Buildings Under Seismic Actions[J].Reliability Engineering and System Safety,2011,96(10):1311-1331.
[70]  王光远,季天健,张 鹏.抗震结构全寿命预期总费用最小优化设计[J].土木工程学报,2003,36(6):1-6.WANG Guang-yuan,JI Tian-jian,ZHANG Peng.An Optimal Design for Total Lifetime Cost of Aseismic Structures[J].China Civil Engineering Journal,2003,36(6):1-6.

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