框架结构非线性弹塑性分析仿真系统的设计与实现
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摘要
针对我国结构抗震分析软件发展的需要,通过对结构抗震分析理论知识和相关软件系统的研究,提出结构弹塑性分析仿真系统设计模型,并以此模型开发针对三维RC框架结构的非线性弹塑性动力分析仿真系统程序。详细阐述该系统的设计、分析、仿真三个模块的功能,理论模型和相应实现。通过大量实例分析表明系统设计方便,分析结果良好,仿真效果突出,验证了系统模型的可行性和系统的可靠性,为相关结构分析系统的开发提供了有效的参考。
Through the research of theories in seismic analysis and related software systems,a simulation system model of seismic analysis was proposed to meet the demand of domestic seismic analysis software development.Based on this model,a program of nonlinear elastic-plastic analysis focusing on the RC frame structure was developed,which consists design,analysis,simulation functions.Some instances have proved that the system has a good performance in design,analysis and simulation.And the proposed model can be used in application and give a reliable reference to other seismic analysis software development.
Through the research of theories in seismic analysis and related software systems,a simulation system model of seismic analysis was proposed to meet the demand of domestic seismic analysis software development.Based on this model,a program of nonlinear elastic-plastic analysis focusing on the RC frame structure was developed,which consists design,analysis,simulation functions.Some instances have proved that the system has a good performance in design,analysis and simulation.And the proposed model can be used in application and give a reliable reference to other seismic analysis software development.
引文
[1]Miramontes D,Merabet O,Reynouard J M.Beam Global Model forthe Seismic Analysis of RC Frames[J].Earthquake Engineering andStructural Dynamics(S0098-8847),1996,25(7):671-688.
[2]Izzuddin B A,Karayannis C G,Elnashai A S.Advanced NonlinearFormulation for Reinforced Concrete beam-columns[J].Journal ofStructural Engineering,ASCE(S0733-9446),1994,120(10):2913-2934.
[3]吴炜煜,潘鹏,房轻舟.建筑结构动力反应分析过程仿真表现方法[J].系统仿真学报,2003,15(3):404-407.(Wu Wei-yu,Pan Peng,Fang Qing-zhou.A research on Representation for StructuralDynamic Response[J].Journal of System Simulation(S1004-731X),2003,15(3):404-407).
[4]顾祥林,孙飞飞.混凝土结构的计算机仿真[M].上海:同济大学出版社,2002.
[5]丰彪,王自法,王延伟.浅谈我国地震工程专业软件的发展[J].地震工程与工程振动,2006,26(6):1-6.
[6]Anil K Chopra.Dynamics of Structures:Theory and Applications toEarthquake Engineering(2nd)[M].英文影印版,北京:清华大学出版社,2005.
[7]Li K N.Analysis Model for 3D RC Columns coupled with ShearNonlinearity[C]//Proceedings of the 9th Japan earthquake engineeringsymposium.Tokyo,Japan,1994,3:127-132.
[8]Li K N.Canny for 3D Nonlinear Static and Dynamic StructuralAnalysis[M].Singapore:National University of Singapore Press,2006.
[9]欧阳兴,陈中奎.有限元网络结点编号[J].北京航空航天大学学报,2002,28(3):339-342.
[10]黄吉峰,何广乾,魏文郎.钢筋混凝土结构非线性有限元分析及有限单元构造方法的研究[D].中国建筑科学研究院,2001.
[11]Kirby Robert C,Scott L Ridgway.Geometric Optimization of theEvaluation of Finite Element Matrices[J].SIAM Journal of ScientificComputing(S1064-8275),2007,29(2):827-841.
[12]Beer G,Haas W.Partitioned Frontal Solver for Finite ElementAnalysis[J].International Journal for Numerical Methods inEngineering(S0029-5981),1982,18(11):1623-1654.
[13]Yen-Ching Pao.Engineering Analysis:Interactive Methods andPrograms with FORTRAN,QuickBASIC,MATLAB,andMathematica(ISBN:084932016X)[M].China:CRC,1998.
[14]Rheinboldt W C.Survey of Solution Techniques for Nonlinear FiniteElement Equations[R].Report:NLR-MP-82027-U;ICMA-82-35.Washington,DC,USA:National Aeronautics and Space Administration,1982,5:82.
[15]Peter Fajfar,M EERI.A Nonlinear Analysis Method for Performance-Based Seismic Design[J].Earthquake Spectra(S8755-2930),2000,16(3):573-592.
[16]Zienkiewicz O C,Taylor R L.The Finite Element Method,Vol.2[M].4th edition.London,UK:McGraw-Hill,1991.
[17]Ryan K L,Chopra A K.Estimation of Seismic Demands on Isolatorsbased on Nonlinear Analysis[J].Journal of Structural Engineering,ASCE(S0733-9445),2004,130(3):392–402.
[18]周云.摩擦耗能减震结构设计[M].武汉:武汉理工大学出版社,2006.
[2]Izzuddin B A,Karayannis C G,Elnashai A S.Advanced NonlinearFormulation for Reinforced Concrete beam-columns[J].Journal ofStructural Engineering,ASCE(S0733-9446),1994,120(10):2913-2934.
[3]吴炜煜,潘鹏,房轻舟.建筑结构动力反应分析过程仿真表现方法[J].系统仿真学报,2003,15(3):404-407.(Wu Wei-yu,Pan Peng,Fang Qing-zhou.A research on Representation for StructuralDynamic Response[J].Journal of System Simulation(S1004-731X),2003,15(3):404-407).
[4]顾祥林,孙飞飞.混凝土结构的计算机仿真[M].上海:同济大学出版社,2002.
[5]丰彪,王自法,王延伟.浅谈我国地震工程专业软件的发展[J].地震工程与工程振动,2006,26(6):1-6.
[6]Anil K Chopra.Dynamics of Structures:Theory and Applications toEarthquake Engineering(2nd)[M].英文影印版,北京:清华大学出版社,2005.
[7]Li K N.Analysis Model for 3D RC Columns coupled with ShearNonlinearity[C]//Proceedings of the 9th Japan earthquake engineeringsymposium.Tokyo,Japan,1994,3:127-132.
[8]Li K N.Canny for 3D Nonlinear Static and Dynamic StructuralAnalysis[M].Singapore:National University of Singapore Press,2006.
[9]欧阳兴,陈中奎.有限元网络结点编号[J].北京航空航天大学学报,2002,28(3):339-342.
[10]黄吉峰,何广乾,魏文郎.钢筋混凝土结构非线性有限元分析及有限单元构造方法的研究[D].中国建筑科学研究院,2001.
[11]Kirby Robert C,Scott L Ridgway.Geometric Optimization of theEvaluation of Finite Element Matrices[J].SIAM Journal of ScientificComputing(S1064-8275),2007,29(2):827-841.
[12]Beer G,Haas W.Partitioned Frontal Solver for Finite ElementAnalysis[J].International Journal for Numerical Methods inEngineering(S0029-5981),1982,18(11):1623-1654.
[13]Yen-Ching Pao.Engineering Analysis:Interactive Methods andPrograms with FORTRAN,QuickBASIC,MATLAB,andMathematica(ISBN:084932016X)[M].China:CRC,1998.
[14]Rheinboldt W C.Survey of Solution Techniques for Nonlinear FiniteElement Equations[R].Report:NLR-MP-82027-U;ICMA-82-35.Washington,DC,USA:National Aeronautics and Space Administration,1982,5:82.
[15]Peter Fajfar,M EERI.A Nonlinear Analysis Method for Performance-Based Seismic Design[J].Earthquake Spectra(S8755-2930),2000,16(3):573-592.
[16]Zienkiewicz O C,Taylor R L.The Finite Element Method,Vol.2[M].4th edition.London,UK:McGraw-Hill,1991.
[17]Ryan K L,Chopra A K.Estimation of Seismic Demands on Isolatorsbased on Nonlinear Analysis[J].Journal of Structural Engineering,ASCE(S0733-9445),2004,130(3):392–402.
[18]周云.摩擦耗能减震结构设计[M].武汉:武汉理工大学出版社,2006.
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