浅谈基于拟力法的Benchmark模型消能减震结构非线性设计
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摘要
本文介绍了当前国际结构振动控制的公共平台Benchmark模型,并对拟力法的基本原理进行了简要介绍,基于拟力法来进行消能减震结构非线性设计方便可行,具有一定的优越性。
引文
[1]孙俊,刘铮,刘永芳.工程结构基于性能的抗震设计方法研究[J].工程结构基于性能的抗震设计方法研,2005,31(3):98-101
[2]田石柱,王立伟,王大鹏.基于ANSYS软件benchmark模型耗能减振控制分析[J].地震工程与工程振动,2006,26(6):184-189
[3]刘哲锋,沈蒲生.基于拟力法的地震能量反应分析[A].防震减灾工程研究与进展——全国首届防震减灾工程学术研讨会论文集[C].2004:184-190
[4]欧进萍.结构振动控制:主动、半主动和智能控制[M].北京:科学出版社,2003:490-510
[5]Lin T H.Theory of inelastic structures[M].New York:Wiley,1968
[6]Wong Kevin K F,Yang Rong.Inelastic dynamic response of struc-tures using force analogy method[J].Journal of Engineering Mechan-ics,1999,125(10):1190-1200
[7]Wong Kevin K F,Yang Rong.Predictive instantaneous optimalcontrol of inelastic structures during earthquakes[J].Earthquake Engi-neering and Structural Dynamics,2003,32:2179-2195
[8]Wong Kevin K F.Predictive optimal linear control of inelasticstructures during earthquake[J].Journal of Engineering Mechanics,2005,131(2):131-152
[9]Wang Zhe,Wong Kevin K F.Stochastic dynamic analysis of in-elastic structures using force analogy method[J].Journal of Engineer-ing Mechanics,2007,(4):414-421
[10]Chao S H,Loh C H.Inelastic response analysis of reinforced con-crete structures using modified force analogy method[J].EarthquakeEngineering and Structural Dynamics,2007,36(12):1659-1683
[11]李钢,李宏男,李瀛.基于拟力法的消能减震结构地震反应分析[J].土木工程学报,2009,42:(4):55-63
[12]李钢,刘凤,李宏男.基于拟力法的MBC非线性控制[J].震动工程学报,2010,23(3):324-332
[13]Wong Kevin K F,Yang Rong.Earthquake response and energyevaluation of inelastic structures[J].Journal of Engineering Mechan-ics,2002,128(3):308-318
[14]刘哲锋,沈蒲生,龚胡广.基于拟力法的框架结构静力弹塑性分析[J].建筑科学与工程学报,2006,23(3):32-36
[2]田石柱,王立伟,王大鹏.基于ANSYS软件benchmark模型耗能减振控制分析[J].地震工程与工程振动,2006,26(6):184-189
[3]刘哲锋,沈蒲生.基于拟力法的地震能量反应分析[A].防震减灾工程研究与进展——全国首届防震减灾工程学术研讨会论文集[C].2004:184-190
[4]欧进萍.结构振动控制:主动、半主动和智能控制[M].北京:科学出版社,2003:490-510
[5]Lin T H.Theory of inelastic structures[M].New York:Wiley,1968
[6]Wong Kevin K F,Yang Rong.Inelastic dynamic response of struc-tures using force analogy method[J].Journal of Engineering Mechan-ics,1999,125(10):1190-1200
[7]Wong Kevin K F,Yang Rong.Predictive instantaneous optimalcontrol of inelastic structures during earthquakes[J].Earthquake Engi-neering and Structural Dynamics,2003,32:2179-2195
[8]Wong Kevin K F.Predictive optimal linear control of inelasticstructures during earthquake[J].Journal of Engineering Mechanics,2005,131(2):131-152
[9]Wang Zhe,Wong Kevin K F.Stochastic dynamic analysis of in-elastic structures using force analogy method[J].Journal of Engineer-ing Mechanics,2007,(4):414-421
[10]Chao S H,Loh C H.Inelastic response analysis of reinforced con-crete structures using modified force analogy method[J].EarthquakeEngineering and Structural Dynamics,2007,36(12):1659-1683
[11]李钢,李宏男,李瀛.基于拟力法的消能减震结构地震反应分析[J].土木工程学报,2009,42:(4):55-63
[12]李钢,刘凤,李宏男.基于拟力法的MBC非线性控制[J].震动工程学报,2010,23(3):324-332
[13]Wong Kevin K F,Yang Rong.Earthquake response and energyevaluation of inelastic structures[J].Journal of Engineering Mechan-ics,2002,128(3):308-318
[14]刘哲锋,沈蒲生,龚胡广.基于拟力法的框架结构静力弹塑性分析[J].建筑科学与工程学报,2006,23(3):32-36
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