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仿古建筑的隔震加固研究 被引量:2

Seismic isolation and reinforcement technique of imitated ancient buildings
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摘要 为对具有传统文化的仿古建筑在不破坏其原有建筑风貌的基础上进行抗震加固,将隔震技术应用于仿古建筑。采用数值模拟的方法研究仿古建筑隔震,建立隔震与非隔震两种有限元计算分析模型,并对加固前、后模型进行动力时程分析。通过输入不同频谱的El Centro Site波、Taft波和RH1TG055波,对比分析两种模型在地震作用下的位移、加速度时程曲线。结果表明:采用隔震技术加固方案后,结构的地震响应得到明显的降低,从而显著地提高了结构的抗震能力。利用该方法加固,节约造价,施工方便,可供同类工程参考。 To strengthen the archaized buildings without destroying their original architectural features,the seismic isolation technique was applied to the archaized buildings with traditional culture in this paper.Two finite element models(with and without isolation)were established by numerical simulation,then the dynamic time history analysis was carried out on the models before and after reinforcement.The displacement and acceleration time history curves of the two models under seismic waves with different frequency spectra were compared and analyzed.The results showed that the seismic response of the structure is obviously reduced by using the seismic isolation technology,and the seismic capacity is significantly improved.The reinforcement cost can be saved and the construction is convenient bu using the proposed method,so it can be used as a reference for similar projects.
作者 张文龙 任文杰 付素娟 郝雨杭 刘杲彤 ZHANG Wenlong;REN Wenjie;FU Sujuan;HAO Yuhang;LIU Gaotong(School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401,China;Hebei Academy of Building Research, Shijiazhuang 050021, Hebei, China;Hebei Building Research Engineering Co., Ltd., Shijiazhuang 050021, Hebei, China)
出处 《地震工程学报》 CSCD 北大核心 2021年第6期1444-1451,共8页 China Earthquake Engineering Journal
基金 河北省建设科技研究计划项目(2018-2002)。
关键词 仿古建筑 抗震加固 隔震技术 MIDAS imitated ancient building seismic strengthening isolation technology MIDAS
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  • 1魏琏,郑久建,韦承基,薛彦涛.论粘滞阻尼减震结构及其抗震设计方法[J].建筑结构,2004,34(10):10-16. 被引量:21
  • 2刘启方,袁一凡,金星,丁海平.近断层地震动的基本特征[J].地震工程与工程振动,2006,26(1):1-10. 被引量:215
  • 3王海云,谢礼立.近断层强地震动的特点[J].哈尔滨工业大学学报,2006,38(12):2070-2072. 被引量:60
  • 4翁大根,陈廷君,吕西林,任晓崧.某钢筋混凝土框架增设阻尼器抗震加固分析[J].工程抗震与加固改造,2007,29(3):65-71. 被引量:14
  • 5苏经宇,曾德民,田杰.隔震建筑概论[M].北京:冶金工业出版社,2012.
  • 6Black C J,Makris N,Aiken I D.Component testing,seismic evaluation and characterization of buckling-restrained braces. Journal of Structural Engineering ASCE . 2004
  • 7Huang S,Skokan M,Islam S,et al.Hi-tech seismicretrofit solutions compared for a public administrationbuilding. Proceeding of2007 Structures Congress:New Horizons and Better Practices . 2007
  • 8Castellano M G,Balducci F,Antonucci R.Shakingtable tests on R.C.frame with dissipative bracings. Proceeding of 2008 Seismic EngineeringConference . 2008
  • 9Tsai C S,Chen B,Pong W S.Interactive behaviour ofstructures equipped with combined seismic dampers andunbounded foundations. Advances in StructuralEngineering . 2003
  • 10Lee D,Taylor D P.Viscous damper development andfuture trends. Structural Design of Tall Buildings . 2001

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