结构抗震破坏准则研究综述
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摘要
详细论述了国内外现有主要的结构抗震破坏评估准则的定义、公式,分析了各结构破坏准则的适用条件、优缺点。详细介绍了结构抗震破坏准则的发展历史及研究现状。论述了破坏准则与抗震规范之间的关系,并详细介绍了基于性能的结构破坏准则在相关规范中的应用,分析了结构破坏准则的研究趋势,在此基础上提出了对结构抗震破坏准则研究的展望。
The definitions and formulas of existing criteria evaluating structural seismic damage at home and abroad were discribed in detail,their applicable condition,advantages and disadvantages were analyzed,the development history and current researches status of structural seismic damage criteria were introduced. The relation between the criteria of structural seismic damage and the code for seismic design of structures was explored. The applications of the criteria based on the performance of structure to the relevant code were introduced. On the base of these analyses,the prospect for research on criteria of structural seismic damage was put forward.
The definitions and formulas of existing criteria evaluating structural seismic damage at home and abroad were discribed in detail,their applicable condition,advantages and disadvantages were analyzed,the development history and current researches status of structural seismic damage criteria were introduced. The relation between the criteria of structural seismic damage and the code for seismic design of structures was explored. The applications of the criteria based on the performance of structure to the relevant code were introduced. On the base of these analyses,the prospect for research on criteria of structural seismic damage was put forward.
引文
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[29]汪梦甫.基于振型损伤的高层建筑结构地震破坏准则[J].工程抗震与加固改造.2008.30(6):24-32.WANG Mengfu.Seismic Damage Model of Tall Building Structure Based on Modal Damage Indices[J].Earthquake Resistant Engineering and Retrofitting.2008.30(6):24-32.
[30]ZHANG G W,Xiao Y,Kunnat H S.Low-cycle Fatigue Damage of Circular Concrete-filled-tube Columns[J].ACI Structural Journal,2009,106(2):151-159.
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[2]张国军,刘伯权,李应斌,等.抗震结构破坏准则的研究进展[J].四川建筑科学研究.2002.28(3):68-71.ZHANG Guojun,LIU Boquan,LI Yingbin,et al.Research progress of damage criteria for earthquake resistant structures[J].Building Science Research of Sichuan.2002.28(3):68-71.
[3]王雪婷,译.基于性能的抗震设计—现状与课题[M].北京:中国建筑工业出版社.2012:5-6.WANG Xunting,translation.Performance based seismic design—current situation and task[M].Beijing:China Architecture and Building Press.2012:5-6.
[4]史庆轩.钢筋混凝土结构基于性能的抗震研究及破坏评估[D].西安:西安建筑科技大学.2002.SHI Qingxuan.Performance Based Seismic Research and Damage Assessment of Reinforced Concrete Structures[D].Xi’an:Xi’an University of Architecture and Technology.2002.
[5]刘伯权.钢筋混凝土抗震结构的破坏准则及可靠性分析[D].重庆:重庆建筑大学.1995.LIU Boquan.The failure criterion of RC seismic structures and analysis of reliability[D].Chongqing:Chongqing University of Architecture.1995.
[6]胡德鹿.日本短柱委员会试验研究成果简介[J].建筑结构.1982.12(3):64-66.HU Delu.Brief introduction of Japanese short column board test results[J].Building Structure.1982.12(3):64-66.
[7]Banon H,Biggs J M,Irvine H M.Seismic damage in reinforced concrete frames[J].ASCE Journal of Structural Engineering.1981,107(9):1713-1729.
[8]Park Y J,Ang A H-S,Mechanistic seismic damage model for reinforced concrete[J].ASCE Journal of Structural Engineering.1985.111(4):722-739.
[9]Chai Y H,Romstad K M.Correlation between Strain-Based Low-Circle Fatigue and Energy-based Linear Damage Models[J].Earthquake Spectra.1997,13(2):191-208.
[10]陈永祁,龚思礼.结构在地震动时延性和累积塑性耗能的双重破坏准则[J].建筑结构学报.1986,7(1):35-48.CHEN Yongqi,GONG Sili.Double Control Damage Index of Structural Ductility and Dissipated Energy during Earthquake[J].Journal of Building Structures.1986,7(1):35-48.
[11]江近仁,孙景江.砖结构的地震破坏模型[J].地震工程与工程振动.1987,7(1):20-26.JIANG Jinren,SUN Jingjiang.Seismic Damage Model of Brick Structure[J].Earthquake Engineering and Engineering Vibration.1987,7(1):20-26.
[12]KRATZIG W B,MEYER I F,MESKOURIS.Damage evolution in reinforced concrete members under cyclic loading[C]//Proc.5th Int.Conf.on Structural Safety and Reliability(ICOSSAR 89),San Francisco CA,1989,Ⅱ:795-802.
[13]MCCABS S L,HALL W J.Assessment of Seismic Structural Damage[J].Journal of Structural Engineering.1989.115(9):2166-2183.
[14]MCCABE S L,HALL W J.Damage and Reserve Capacity of Structures Subjected to Strong Earthquake Ground Motion[J].10th WCEE.1992,7:2653-3658.
[15]欧进萍,牛荻涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].地震工程与工程震动.1990,10(4):27-37.OU Jinping,NIU Ditao,WANG Guangyuan.Fuzzy Dynamical Reliability Analysis and Design of Multi-storey Nonlinear Aseismic Steel Structures[J].Earthquake Engineering and Engineering Vibration.1990,10(4):27-37.
[16]牛荻涛,任利杰.改进的钢筋混凝土结构双参数地震破坏模型[J].地震工程与工程振动.1996,16(4):45-55.NIU Ditao,REN Lijie.A Modified Seismic Damage Model with Double Variables for Reinforced Concrete Structures[J].Earthquake Engineering and Engineering Vibration.1996,16(4):45-55.
[17]刘伯权,白绍良.抗震结构的等效延性破坏准则及其子结构试验验证[J].地震工程与工程振动.1997.17(3):77-83.LIU Boquan,BAI Shaoliang.Equivalent Ductility Damage Criteria of Earthquake-Resistant Structures and Their Verification by Substructure Method[J].Earthquake Engineering and Engineering Vibration.1997.17(3):77-83.
[18]RAO P S,SARMS B S,LAKSHMANAN N,et al.Damage model for reinforced concrete elements under cyclic loading[J].ACI Materials Journal.1998,95(6):682―690.
[19]于良.考虑低周疲劳特性的滞回阻尼器建筑物结构的地震破坏准则[J].世界地震工程.2000.16(1):61-64.YU Liang.Seismic Damage Criteria of Structures with Hysteretic Dampers Taking Account of Low-cycle Fatigue Characters[J].World Information on Earthquake Engineering.2000.16(1):61-64.
[20]WEN Y K,KANG Y J,Minimum building life-cycle cost design criteria,Ⅰ:methodology andⅡ:applications,ASCE Journal of Structure Engineering.2001,127(3):330-346.
[21]ELWOOD K J.Shake Table Tests and Analytical Studies on the Gravity Load Collapse of Reinforced Concrete Frames[D].California.University of California,Berkeley.2002.
[22]MOHAMED T,Mosalam K M.Towards Modeling Progressive Collapse in Reinforced Concrete Buildings[C]//ASCE.Proceedings of Sessions of the 2007 Structures Congress.Long Beach:ASCE,2007:1-6.
[23]李铁英,魏剑伟,张善元,等.木结构双参数地震损坏准则及应县木塔地震反应评价[J].建筑结构学报.2004.25(2):91-98.LI Tieying,WEI Jianwei,ZHANG Shanyuan,et al.Double-parameter seismic damage criterion on wooden structure and seismic response appraisement on Yingxiang wooden tower[J].Journal of Building Structures.2004.25(2):91-98.
[24]王东升,冯启民.考虑低周疲劳寿命的改进Park-Ang地震损伤模型[J].土木工程学报.2004.37(1):41-49.WANG Dongsheng,FENG Qimin.A modified Park-Ang seismic damage model considering low-cycle fatigue life[J].China Civil Engineering Journal.2004.37(1):41-49.
[25]王东升,司炳君,艾庆华,等.改进的Park-Ang地震损伤模型及其比较[J].工程抗震与加固改造.2005,27(增刊):138-144.WANG Dongsheng,SI Bingjun,AI Qinghua,et al.A Comparative Study of Modified Park-Ang Model and Park-Ang Model for Structural Seismic Damage Evaluation[J].Earthquake Resistant Engineering and Retrofitting.2005,27(Supplement):138-144.
[26]傅剑平,王敏,白绍良.对用于钢筋混凝土结构的Park-Ang双参数破坏准则的识别和修正[J].地震工程与工程振动.2005.25(5):73-79.FU Jianping,WANG Min,BAI Shaoliang.Identification and modification of the Park-Ang criterion for failure of RC structures[J].Earthquake Engineering and Engineering Vibration.2005.25(5):73-79.
[27]吕西林,周定松,蒋欢军.钢筋混凝土框架柱的变形能力及基于性能的抗震设计方法[J].地震工程与工程振动.2005.25(6):53-61.LU Xilin,ZHOU Dingsong,JIANG Huanjun.Deformation capacity and performance-based seismic design method for RC frame columns[J].Earthquake Engineering and Engineering Vibration.2005.25(6):53-61.
[28]刘桂秋,施楚贤,黄靓.对砌体剪-压破坏准则的研究[J].湖南大学学报(自然科学版).2007,34(4):19-23.LIU Guiqiu,SHI Chuxian,HUANG Liang.Analyses of the Failure Criteria of Masonry in Compression-Shear[J].Journal of Hunan University(Natural Sciences).2007,34(4):19-23.
[29]汪梦甫.基于振型损伤的高层建筑结构地震破坏准则[J].工程抗震与加固改造.2008.30(6):24-32.WANG Mengfu.Seismic Damage Model of Tall Building Structure Based on Modal Damage Indices[J].Earthquake Resistant Engineering and Retrofitting.2008.30(6):24-32.
[30]ZHANG G W,Xiao Y,Kunnat H S.Low-cycle Fatigue Damage of Circular Concrete-filled-tube Columns[J].ACI Structural Journal,2009,106(2):151-159.
[31]杨伟,欧进萍.基于能量原理的Park&Ang损伤模型简化计算方法[J].地震工程与工程振动.2009.29(2):159-165.YANG Wei,OU Jingping.A simplified method for computing Park&Ang damage model based on energy concept[J].Earthquake Engineering and Engineering Vibration.2009.29(2):159-165.
[32]KIM H S,KIM J,An D W.Development of Integrated System for Progressive Collapse Analysis of Building Structures Considering Dynamic Effects[J].Advances in Engineering Software,2009,40(1):1-8.
[33]陈林之,蒋欢军,吕西林.修正的钢筋混凝土结构Park-Ang损伤模型[J].同济大学学报(自然科学版).2010.38(8):1103-1107.CHEN Linzhi,JIANG Huanjun,LüXilin.Modified Park-Ang Damage Model for Reinforced Concrete Structures[J].Journal of Tongji University(Natural Science).2010.38(8):1103-1107.
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