层间隔震框架结构地震反应动力分析
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摘要
地震给人们带来的生命安全以及财产的损失是不可估量的。想要减少这种损失,需要发展抗震结构的建筑,减地震发生时带来的损失。而层间隔震框架结构就是最新发展起来的一种隔震结构。它和普通的抗震结构比起来减震性能比较好,有着较大的优越性。本文通过建立模型,利用ANSYS建立起普通的抗震结构以及层间隔离结构然后进行动力特性以及地震相应的分析,通过比较了解层间隔震框架结构相对于普通隔震体系的优异性。
Earthquakes for the loss of life and property to people is immeasurable.Want to reduce such losses,on the one hand we hope that Government departments can forecast and notify you in a timely manner,on the other hand we need to develop anti-seismic structure of the building,reducing losses when the earthquake happened.Interlayer seismic isolation frame structure is the latest development of a seismic isolation structure.It compared with the ordinary seismic structural damping performance is better,had a large advantage.
Earthquakes for the loss of life and property to people is immeasurable.Want to reduce such losses,on the one hand we hope that Government departments can forecast and notify you in a timely manner,on the other hand we need to develop anti-seismic structure of the building,reducing losses when the earthquake happened.Interlayer seismic isolation frame structure is the latest development of a seismic isolation structure.It compared with the ordinary seismic structural damping performance is better,had a large advantage.
引文
[1]干洪,张德玉.框架隔震结构简化设计方法研究与应用[J].安徽工程科技学院学报:自然科学版,2009(3).
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[7]徐庆阳,李爱群,张志强,等.某大跨网架结构屋盖隔震整体分析[J].工程抗震与加固改造,2007,29(6):21-24.
[8]郭小宁.高层框架剪力墙结构层间隔震的动力时程分析[D].合肥工业大学,2006.
[9]Xiao J,Mu Zaigen,Bu L G.et al.Study on the Performance of Compound Foundation Isolation System in Large Complex Structures[C]//.Proceeding of Shanghai International Confer-ence on Technology of Architecture and Structure(ICTAS2009)(Ⅰ).2009.
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[11]祁皑等.层间隔震技术评述.地震工程与工程振动[J],2004,24(6):114-120.
[12]日本建筑学会著,刘文光译.隔震结构设计[M].北京:地震出版社,2006.
[13]付伟庆.智能隔震与高层隔震的理论与试验[M].哈尔滨:黑龙江大学出版.
[14]Sung W P,Shih M H.Development of Seismic Isolation Tech-niques For Elevated Roof of Hi-Tech Factory Building[C]//.Proceedings of the Third International Conference on Dynamics,Vibration and Control[C].2010.
[15]Xiong Z G,Qin G M,Zhang Z H,et al.The Seismic Response a-nalysis of Damaged sSlip Component of Sliding Isolated Struc-ture[A].2011.
[16]Qiang R,University,China.Inelastic Energy Design Response Spectrum of Parallel Base-Isolated System[C]//.Proceedings of the3rd International Conference on the Concrete Future.2008.
[2]唐怀忠,盛宏玉.层间隔震结构的随机振动响应分析[J].安徽建筑工业学院学报:自然科学版,2006(4).
[3]李向真,欧海龙,林舒.层间隔震结构计算模型的简化分[J].地震工程与工程振动,2002(1).
[4]中华人民共和国建设部.GB50011—2001.建筑抗震设计规范[S].中国建筑工业出版社,2008.
[5]白举科,陈龙珠,赵荣欣.中间层减震结构地震影响实例分析[J].工程抗震与加固改造,2007,29(3):54-58.
[6]樊长林,张善元,张文芳.隔震体系基于双质点模型的参数分析比较[J].太原理工大学学报,2008,39(3):320-323.
[7]徐庆阳,李爱群,张志强,等.某大跨网架结构屋盖隔震整体分析[J].工程抗震与加固改造,2007,29(6):21-24.
[8]郭小宁.高层框架剪力墙结构层间隔震的动力时程分析[D].合肥工业大学,2006.
[9]Xiao J,Mu Zaigen,Bu L G.et al.Study on the Performance of Compound Foundation Isolation System in Large Complex Structures[C]//.Proceeding of Shanghai International Confer-ence on Technology of Architecture and Structure(ICTAS2009)(Ⅰ).2009.
[10]Shi W X,Liu K Y,Liu Y H,et al.Simulation Analysis of Con-trol Algorithm for Smart Isolated Structure Based on Simulink S-Function[C]//Proceedings of2009IEEE the16th Interna-tional Conference on Industrial Engineering and Engineering Management(Vol.2).2009.
[11]祁皑等.层间隔震技术评述.地震工程与工程振动[J],2004,24(6):114-120.
[12]日本建筑学会著,刘文光译.隔震结构设计[M].北京:地震出版社,2006.
[13]付伟庆.智能隔震与高层隔震的理论与试验[M].哈尔滨:黑龙江大学出版.
[14]Sung W P,Shih M H.Development of Seismic Isolation Tech-niques For Elevated Roof of Hi-Tech Factory Building[C]//.Proceedings of the Third International Conference on Dynamics,Vibration and Control[C].2010.
[15]Xiong Z G,Qin G M,Zhang Z H,et al.The Seismic Response a-nalysis of Damaged sSlip Component of Sliding Isolated Struc-ture[A].2011.
[16]Qiang R,University,China.Inelastic Energy Design Response Spectrum of Parallel Base-Isolated System[C]//.Proceedings of the3rd International Conference on the Concrete Future.2008.
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