引文
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[14]刘勇军.大底盘双塔结构层间隔震理论分析与应用技术研究[D].西安:西安建筑科技大学,2011.
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[17]杜永峰,贾淑仙.多维地震下大底盘多塔楼隔震结构平扭耦联响应分析[J].工程抗震与加固改造,2012,34(5):62-67.DU Yong-feng,JIA Shu-xian.Analysis of torsional vibration response in isolated multi-tower structure with large podium subjected to multi-dimensional earthquake[J].Earthquake Resistant Engineering and Retrofitting,2012,34(5):62-67.
[18]张志公.大底盘多塔楼结构基础隔震性能分析与研究[D].甘肃:兰州理工大学,2006.
[19]Prayag J,Sayani A,Keri L,et a1.Evaluation of approaches to characterize seismic isolation systems for design[J].Journal of Earthquake Engineering,2009,13(6):835-851.
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