增量动力分析法在高层混合结构性能评估中的应用
|
摘要
增量动力分析法即对于一条特定的地震动输入,设定一系列单调递增的地震动强度;在每个地震动强度下进行结构的弹塑性时程分析,得到不同地震动强度与结构性能参数之间的关系;通过统计分析不同地震动下的结构性能参数与地震动强度之间的关系,来实现对结构性能的评估.增量动力分析法也可以看成是一种动力推覆分析法.详细介绍了增量动力分析法的计算内容和分析步骤,并将该方法运用于评估某高层混合结构的抗震性能.评估结果既可为高层混合结构基于性能抗震设计提供参考,也为增量动力分析在复杂高层结构中的应用提供基础.
In the incremental dynamic analysis (IDA),the intensity of one single ground motion is increasingly set according to a series of intensity measures(IMs).The elasto-plastic dynamic analysis of the structure under different IMs is then carried out to obtain the relationship between the structural damage measure (DM) and ground motion IM.When considering a set of ground motions,the analysis of DM-IM curves can be applied to the evaluation of the structural performance.IDA is thus seen as the so-called "dynamic pushover analysis".The paper presents an introduction of the method of IDA and its application to a hybrid structure.The analytical process and results are helpful for the performance-based seismic design of hybrid structures and a wide application of IDA in complex structures.
In the incremental dynamic analysis (IDA),the intensity of one single ground motion is increasingly set according to a series of intensity measures(IMs).The elasto-plastic dynamic analysis of the structure under different IMs is then carried out to obtain the relationship between the structural damage measure (DM) and ground motion IM.When considering a set of ground motions,the analysis of DM-IM curves can be applied to the evaluation of the structural performance.IDA is thus seen as the so-called "dynamic pushover analysis".The paper presents an introduction of the method of IDA and its application to a hybrid structure.The analytical process and results are helpful for the performance-based seismic design of hybrid structures and a wide application of IDA in complex structures.
引文
[1]Vamvatsikos D,Cornell C A.Incremental dynamic analysis[J].Earthquake Engineering and Structural Dynamics,2002,31(3):491.
[2]周颖,吕西林,卢文胜,等.双塔连体高层混合结构抗震性能研究[J].地震工程与工程振动,2008,28(5):71.ZHOU Ying,LU Xilin,LU Wensheng,et al.Seismic performance of a multi-tower hybrid tall building[J].Earthquake Engineering and Structural Dynamics,2008,28(5):71.
[3]Bertero V V.Strength and deformation capacities of buildings under extreme environments[M]∥Structural Engineering and Structural Mechanics,Pister K S(ed.).Englewood:Prentice-Hall,1977.211-215.
[4]Nassar A A,Krawinkler H.Seismic hazard for SDOF and MDOF systems[R].Stanford:Stanford University.Blume Earthquake Engineering Center,1991.
[5]Bazzurro P,Cornell C A.Seismic hazard analysis for non-linear structures.Ⅰ:Methodology;Ⅱ:Applications[J].ASCE Journal of Structural Engineering,1994,120(11):3320.
[6]Luco N,Cornell C A.Effects of connection fractures on SMRF seismic drift demands[J].ASCE Journal of Structural Engineering,2000,126(1):127.
[7]Psycharis I N,Papastamatiou D Y,Alexandris AP.Parametric investigation of the stability of classical columns under harmonic and earthquake excitations[J].Earthquake Engineering and Structural Dynamics,2000,29(8):1093.
[8]FEMA.Recommended seismic design criteria for new steel moment-frame buildings[R].Washington DC:SAC Joint Venture,Federal Emergency Management Agency,2000.
[9]FEMA.Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings[R].Washington DC:SAC Joint Venture,Federal Emergency Management Agency,2000.
[10]曹炳政,罗奇峰,陈玉成,等.需求能力系数法及其在性能评估中的应用[J].华东交通大学学报,2004,21(1):12.CAO Bingzheng,LUO Qifeng,CHEN Yucheng,et al.Demand capacity factor method and its application in performance-based evaluation[J].Journal of East China Jiaotong University,2004,21(1):12.
[11]马千里,叶列平,陆新征,等.采用逐步增量弹塑性时程方法对RC框架结构推覆分析侧力模式的研究[J].建筑结构学报,2008,29(2):132.MA Qianli,YE Lieping,LU Xinzheng,et al.Study on lateral load patterns of pushover analysis using incremental dynamical analysis for RC frame structures[J].Journal of Building Structures,2008,29(2):132.
[12]彭成明.增量动力分析中的恢复力模型研究[J].低温建筑技术,2007,120(6):84.PENG Chengming.Study on restoring force models of incremental dynamic analysis[J].Low Temperature Architecture Technology,2007,120(6):84.
[13]中华人民共和国建设部.GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.Ministry of Construction of People's Republic of China.GB50011—2001Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2001.
[14]中华人民共和国建设部.JGJ3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.Ministry of Construction of People's Republic of China.JGJ3—2002Technical specifications for concrete structures of tall buildings[S].Beijing:China Architecture&Building Press,2002.
[15]Jalayer F,Cornell C A.Atechnical frameworkfor probability-based demand and capacity factor(DCFD)seismic formats[R].Berkeley:Pacific Earthquake Engineering Center,College of Engineering,University of CaliforniaBerkeley,2003.
[16]FEMA.NEHRP guidelines for the seismic rehabilitation of buildings[R].Washington DC:SAC Joint Venture,Federal Emergency Management Agency,1997.
[17]Li K N.3-Di mensional nonlinear static/dynamic structural analysis computer program CANNY-Technical Manual[M].Singapore:CANNY Consultants Pte Ltd,2003.
[18]Hoshikuma J,Kawashi ma K,Nagaya K,et al.Stress-Strain model for confined reinforced concrete in bridge piers[J].ASCE Journal of Structural Engineering,1997,123(5):624.
[19]Chopra A K.Dynamics of structures:theory and applications to earthquake engineering[M].2nd ed.Englewood:Prentice-Hall,2005.
[2]周颖,吕西林,卢文胜,等.双塔连体高层混合结构抗震性能研究[J].地震工程与工程振动,2008,28(5):71.ZHOU Ying,LU Xilin,LU Wensheng,et al.Seismic performance of a multi-tower hybrid tall building[J].Earthquake Engineering and Structural Dynamics,2008,28(5):71.
[3]Bertero V V.Strength and deformation capacities of buildings under extreme environments[M]∥Structural Engineering and Structural Mechanics,Pister K S(ed.).Englewood:Prentice-Hall,1977.211-215.
[4]Nassar A A,Krawinkler H.Seismic hazard for SDOF and MDOF systems[R].Stanford:Stanford University.Blume Earthquake Engineering Center,1991.
[5]Bazzurro P,Cornell C A.Seismic hazard analysis for non-linear structures.Ⅰ:Methodology;Ⅱ:Applications[J].ASCE Journal of Structural Engineering,1994,120(11):3320.
[6]Luco N,Cornell C A.Effects of connection fractures on SMRF seismic drift demands[J].ASCE Journal of Structural Engineering,2000,126(1):127.
[7]Psycharis I N,Papastamatiou D Y,Alexandris AP.Parametric investigation of the stability of classical columns under harmonic and earthquake excitations[J].Earthquake Engineering and Structural Dynamics,2000,29(8):1093.
[8]FEMA.Recommended seismic design criteria for new steel moment-frame buildings[R].Washington DC:SAC Joint Venture,Federal Emergency Management Agency,2000.
[9]FEMA.Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings[R].Washington DC:SAC Joint Venture,Federal Emergency Management Agency,2000.
[10]曹炳政,罗奇峰,陈玉成,等.需求能力系数法及其在性能评估中的应用[J].华东交通大学学报,2004,21(1):12.CAO Bingzheng,LUO Qifeng,CHEN Yucheng,et al.Demand capacity factor method and its application in performance-based evaluation[J].Journal of East China Jiaotong University,2004,21(1):12.
[11]马千里,叶列平,陆新征,等.采用逐步增量弹塑性时程方法对RC框架结构推覆分析侧力模式的研究[J].建筑结构学报,2008,29(2):132.MA Qianli,YE Lieping,LU Xinzheng,et al.Study on lateral load patterns of pushover analysis using incremental dynamical analysis for RC frame structures[J].Journal of Building Structures,2008,29(2):132.
[12]彭成明.增量动力分析中的恢复力模型研究[J].低温建筑技术,2007,120(6):84.PENG Chengming.Study on restoring force models of incremental dynamic analysis[J].Low Temperature Architecture Technology,2007,120(6):84.
[13]中华人民共和国建设部.GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.Ministry of Construction of People's Republic of China.GB50011—2001Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2001.
[14]中华人民共和国建设部.JGJ3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.Ministry of Construction of People's Republic of China.JGJ3—2002Technical specifications for concrete structures of tall buildings[S].Beijing:China Architecture&Building Press,2002.
[15]Jalayer F,Cornell C A.Atechnical frameworkfor probability-based demand and capacity factor(DCFD)seismic formats[R].Berkeley:Pacific Earthquake Engineering Center,College of Engineering,University of CaliforniaBerkeley,2003.
[16]FEMA.NEHRP guidelines for the seismic rehabilitation of buildings[R].Washington DC:SAC Joint Venture,Federal Emergency Management Agency,1997.
[17]Li K N.3-Di mensional nonlinear static/dynamic structural analysis computer program CANNY-Technical Manual[M].Singapore:CANNY Consultants Pte Ltd,2003.
[18]Hoshikuma J,Kawashi ma K,Nagaya K,et al.Stress-Strain model for confined reinforced concrete in bridge piers[J].ASCE Journal of Structural Engineering,1997,123(5):624.
[19]Chopra A K.Dynamics of structures:theory and applications to earthquake engineering[M].2nd ed.Englewood:Prentice-Hall,2005.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心