非平稳随机地震动作用下MSCSS动力可靠性分析
|
摘要
采用正交展开方法模拟的地震动随机过程作为动力激励,基于极值概率密度演化方法,对一种新型复杂建筑结构——巨子型有控结构体系,进行了基于随机地震过程作用下的动力可靠性分析,求得MSCSS在单一失效准则及复杂失效准则下的可靠度。结果表明非平稳地震作用下巨子型有控结构体系可靠度高于巨型框架的动力可靠度,在多遇地震情况下比传统的巨型框架结构更为安全。
We conduct the orthogonal expansion of the mega-sub controlled structural system( MSCSS) subjected to nonstationary random earthquake excitation,which is a new complex architectural structure. Then we use the probability density evolution method( PDEM) and the equivalent extreme value event to do the dynamic reliability analysis of the MSCSS and the mega frame structure( MFS) respectively,thus obtaining the reliability of the MSCSS under the simple failure criteria and complex failure criteria. The analysis results,given in Tables 1 and 2,and their comparison show preliminarily that the earthquake resistance reliability of the MSCSS subjected to nonstationary random earthquake excitation is higher than that of the MFS subjected to the same and the MSCSS is safer than the MFS.
We conduct the orthogonal expansion of the mega-sub controlled structural system( MSCSS) subjected to nonstationary random earthquake excitation,which is a new complex architectural structure. Then we use the probability density evolution method( PDEM) and the equivalent extreme value event to do the dynamic reliability analysis of the MSCSS and the mega frame structure( MFS) respectively,thus obtaining the reliability of the MSCSS under the simple failure criteria and complex failure criteria. The analysis results,given in Tables 1 and 2,and their comparison show preliminarily that the earthquake resistance reliability of the MSCSS subjected to nonstationary random earthquake excitation is higher than that of the MFS subjected to the same and the MSCSS is safer than the MFS.
引文
[1]张洵安,李涛,吴昊,等.强震作用下超高层建筑结构MSCSS的响应特性研究[J].防灾减灾工程学报,2010,30(增刊1):101-105Zhang X A,Li T,Wu H,et al.The Response Characteristic of the Super Tall Building——MSCSS[J].Journal of Disaster Prevention and Mitigation of Engineering,2010,30(sup1):101-105(in Chinese)
[2]Feng M Q,Mita A.Vibration Control of Tall Buildings Using Mega-Sub Configuration[J].Journal of Engineering Mechanics,1995,121(10):1082-1087
[3]Zhang X A,Zhang J L,Wang D,et al.Controlling Characteristic Passive Mega-Sub Controlled Frame Subjected to Random wind Loads[J].Journal of Engineering Mechanics,2005,131(10):1046-1055
[4]Li T,Zhang X A.Control Characteristics of Mega-Sub Controlled Structure System with Friction Damper under Rare Earthquake[C]∥Proceeding of International Multi Conference of Engineers and Computer Scientists,2011:791-796
[5]李涛,张洵安.基于概率密度演化理论的MSCSS构造研究[J].应用力学学报,2011,28:576-582Li T,Zhang X A.Construction Research of MSCSS Based on Probability Evolution Method[J].Chinese Journal of Applied Mechanics,2011,28:576-582(in Chinese)
[6]李涛,张洵安.巨子型有控结构体系在双调制地震波作用下的动力特性[J].西北工业大学学报,2011(29):709-713Li T,Zhang X A.The Dynamic Characteristics of Mega-Sub Controlled Structural System Under Double Modulated Earthquake Waves[J].Journal of Northwestern Polytechnical University,2011(29):709-713(in Chinese)
[7]李杰.随机结构系统——分析与建模[M].北京:科学出版社,1996Li J.Stochastic Structural System——Analysis and Modeling[M].Beijing:Science Press,1996(in Chinese)
[8]Cheng J B,Li J.Dynamic Response and Reliability Analysis of Nonlinear Stochastic Structures[J].Probabilistic Engineering Mechanics,2005,20(1):33-44
[9]陈建兵,李杰.非线性随机地震响应的概率密度演化分析[J].武汉理工大学学报,2010,32(9):6-10Chen J B,Li J.Probability Density Evolution Method of Nonlinear Stochastic Seismic Responses[J].Journal of Wuhan University of Technology,2010,32(9):6-10(in Chinese)
[10]Li J,Chen J B,Fan W L.The Equivalent Extreme-Value Event and Evaluation of the Structural System Reliability[J].Structural Safety,2007,29(2):112-131
[11]陈琳琳.随机风场研究与高耸、高层结构抗风可靠性研究[D].上海:同济大学,2006Chen L L.Random Wind Field and Reliability of Wind Resistance of Tower and Tall Building[D].Shanghai:Tongji University,2006(in Chinese)
[12]李杰,刘章军.基于标准正交基的随机过程展开法[J].同济大学学报:自然科学版,2006,34(10):1279-1283Li J,Liu Z J.Random Process Expansion Method Based on Standard Orthogonal Basis[J].Journal of Tongji University:Natural Science Edition,2006,34(10):1279-1283(in Chinese)
[13]刘章军,李杰.地震动随机过程的正交展开[J].同济大学学报:自然科学版,2008,36(9):1153-1159Liu Z J,Li J.Orthogonal Expansion of Seismic Random Process[J].Journal of Tongji University:Natural Science Edition,2008,36(9):1153-1159(in Chinese)
[14]李涛.地震动随机过程作用下MSCSS的可靠性分析及优化[D].西安:西北工业大学,2012Li T.Reliability Analysis and Optimization of MSCSS under Seismic Random Process[D].Xi'an:Northwestern Polytechnical University,2012(in Chinese)
[15]欧进萍,王光选.结构随机振动[M].北京:高等教育出版社,1995:329-380Ou J P,Wang G Y.Structural Random Vibration[M].Beijing:Higher Education Press,1995:329-380(in Chinese)
[16]Nicolas V.Asymmetric Cubature Formulae with Few Points in High Dimension for Symmetric Measures[J].SIAM Journal on Numerical Analysis,2004,42(1):209-227
[17]李杰,徐军,陈建兵.概率密度演化理论的拟对称点法[J].武汉理工大学学报,2010,32(9):1-5Li J,Xu J,Chen J B.The Use of Quasi-Symmetric Point Method in Probability Density Evolution Theory[J].Journal of Wuhan University of Technology,2010,32(9):1-5(in Chinese)
[18]张相庭.高层结构抗震抗风计算[M].上海:同济大学出版社,1997Zhang X T.Earthquake and Wind Resistance Calculation of High-Rise Structure[M].Shanghai:Tongji University Press,1997(in Chinese)
[2]Feng M Q,Mita A.Vibration Control of Tall Buildings Using Mega-Sub Configuration[J].Journal of Engineering Mechanics,1995,121(10):1082-1087
[3]Zhang X A,Zhang J L,Wang D,et al.Controlling Characteristic Passive Mega-Sub Controlled Frame Subjected to Random wind Loads[J].Journal of Engineering Mechanics,2005,131(10):1046-1055
[4]Li T,Zhang X A.Control Characteristics of Mega-Sub Controlled Structure System with Friction Damper under Rare Earthquake[C]∥Proceeding of International Multi Conference of Engineers and Computer Scientists,2011:791-796
[5]李涛,张洵安.基于概率密度演化理论的MSCSS构造研究[J].应用力学学报,2011,28:576-582Li T,Zhang X A.Construction Research of MSCSS Based on Probability Evolution Method[J].Chinese Journal of Applied Mechanics,2011,28:576-582(in Chinese)
[6]李涛,张洵安.巨子型有控结构体系在双调制地震波作用下的动力特性[J].西北工业大学学报,2011(29):709-713Li T,Zhang X A.The Dynamic Characteristics of Mega-Sub Controlled Structural System Under Double Modulated Earthquake Waves[J].Journal of Northwestern Polytechnical University,2011(29):709-713(in Chinese)
[7]李杰.随机结构系统——分析与建模[M].北京:科学出版社,1996Li J.Stochastic Structural System——Analysis and Modeling[M].Beijing:Science Press,1996(in Chinese)
[8]Cheng J B,Li J.Dynamic Response and Reliability Analysis of Nonlinear Stochastic Structures[J].Probabilistic Engineering Mechanics,2005,20(1):33-44
[9]陈建兵,李杰.非线性随机地震响应的概率密度演化分析[J].武汉理工大学学报,2010,32(9):6-10Chen J B,Li J.Probability Density Evolution Method of Nonlinear Stochastic Seismic Responses[J].Journal of Wuhan University of Technology,2010,32(9):6-10(in Chinese)
[10]Li J,Chen J B,Fan W L.The Equivalent Extreme-Value Event and Evaluation of the Structural System Reliability[J].Structural Safety,2007,29(2):112-131
[11]陈琳琳.随机风场研究与高耸、高层结构抗风可靠性研究[D].上海:同济大学,2006Chen L L.Random Wind Field and Reliability of Wind Resistance of Tower and Tall Building[D].Shanghai:Tongji University,2006(in Chinese)
[12]李杰,刘章军.基于标准正交基的随机过程展开法[J].同济大学学报:自然科学版,2006,34(10):1279-1283Li J,Liu Z J.Random Process Expansion Method Based on Standard Orthogonal Basis[J].Journal of Tongji University:Natural Science Edition,2006,34(10):1279-1283(in Chinese)
[13]刘章军,李杰.地震动随机过程的正交展开[J].同济大学学报:自然科学版,2008,36(9):1153-1159Liu Z J,Li J.Orthogonal Expansion of Seismic Random Process[J].Journal of Tongji University:Natural Science Edition,2008,36(9):1153-1159(in Chinese)
[14]李涛.地震动随机过程作用下MSCSS的可靠性分析及优化[D].西安:西北工业大学,2012Li T.Reliability Analysis and Optimization of MSCSS under Seismic Random Process[D].Xi'an:Northwestern Polytechnical University,2012(in Chinese)
[15]欧进萍,王光选.结构随机振动[M].北京:高等教育出版社,1995:329-380Ou J P,Wang G Y.Structural Random Vibration[M].Beijing:Higher Education Press,1995:329-380(in Chinese)
[16]Nicolas V.Asymmetric Cubature Formulae with Few Points in High Dimension for Symmetric Measures[J].SIAM Journal on Numerical Analysis,2004,42(1):209-227
[17]李杰,徐军,陈建兵.概率密度演化理论的拟对称点法[J].武汉理工大学学报,2010,32(9):1-5Li J,Xu J,Chen J B.The Use of Quasi-Symmetric Point Method in Probability Density Evolution Theory[J].Journal of Wuhan University of Technology,2010,32(9):1-5(in Chinese)
[18]张相庭.高层结构抗震抗风计算[M].上海:同济大学出版社,1997Zhang X T.Earthquake and Wind Resistance Calculation of High-Rise Structure[M].Shanghai:Tongji University Press,1997(in Chinese)
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