层间隔震技术在地铁车辆段大平台上部土地开发上的应用研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
为开发北京地铁八王坟车辆段大平台上部空间,层间隔震技术被采用。通过非线性时程分析和模拟地震动振动台试验,研究了此层间隔震结构体系的抗震性能。研究结果表明采用隔震技术后,结构体系抗震性能得到很大提高,其地震响应满足规范要求。
the storey isolation technology is applied to exploitation of the land above the platform of the car depot for ba-wang-fen subway. To investigate the seismic performance of the isolated structural system, nonlinear time history analyses are accomplished and earthquake simulation experiments are conducted for the isolateol structural system. The research results are shown that the seismic performance of the structures can be enhanced significantly after the isolation technology being adopted, and then the seismic responses can meet the requirement of code for seismic design.
引文
[1]赵新卫.浅谈地铁车辆段上部空间综合开发在我国的应用和发展[A].第13届地铁年会优秀论文集[C].
    [2]莲田常雄,国弘仁,季小莲.利用铁路上部空间建筑物的结构设计[J].钢结构,1997,12(1):28-35.
    [3]IzawaK,TachibanaE,InoueY.Evaluationofbase isolatedeffectinbuildingstructureforearthquakeexcitations(Part1.Behaviorofthebase isolatedbuildingfortheHyogo KenNambuEarthquake)[R].TechnologyReportsoftheOsakaUniversity,1998,48(2301-2318).65-72.
    [4]MokC,NambaH.Frequencyresponsecharacteristicsandresponsespectraofbase isolatedandun isolatedstructures[A].ASME,PressureVes selsandPipingDivision(Publication)[C],1995,319,45-58.
    [5]ForniM.Analysisofin situforcedvibrationtestsoftwinseismicallyisolatedandnon isolatedbuildings[A].ASME,PressureVesselsandPiping Division(Publication)[C],1993,256,217-229.
    [6]TakedaM.Studyonseismicreliabilityofbaseisolatedbuildingcomparingwithnonbaseisolatedbuilding[A].ProceedingsofICOSSAR'89,the5thInternationalConferenceonStructuralSafetyandReliability,PartI[C].PublbyASCE.1989,747-750.
    [7]武田寿一.建筑物隔震防振与控振[M].中国建筑工业出版社.1997.
    [8]赵昕,李杰.层间隔震结构隔震垫的有限元模拟[A].第三届中国结构抗振控制年会[C],上海,2002.
    [9]李向真,欧海龙,林舒.层间隔震结构计算模型的简化分析[J].地震工程与工程振动,2002,22(1):121-125.

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