参考文献/References:
[1] 张志强,李爱群,何建平,等.高振型对合肥电视塔地震反应的影响分析[A].见:王亚勇等主编.现代地震工程进展[C].南京:东南大学出版社,2002.278-283.
Zhang Zhiqiang,Li Aiqun,He Jianping,et al.Influence of high modes of HeFei tower to seismic response[A].In:Wang Yayong,eds.Development of Modern Earthquake Engineering[C].Nanjing:Southeast University Public,2002.278-283.(in Chinese)
[2] 李爱群,石启印,杜东升,等.首都机场新塔台模型模拟地震振动台试验研究报告[R].东南大学土木工程学院,2002.
[3] Wilson E L.Three dimensional static and dynamic analysis of structure.3rd ed.[M].America:Computer and Structure Inc,2000.18-7,18-16.
[4] 张昕,周德源,张风岭,等.某高层建筑结构模型振动台试验研究及有限元分析[J].地震工程与工程震动,1999,19(3):37-43.
Zhang Xin,Zhou Deyuan,Zhang Fengling,et al.Shaking table test and element analysis of a complex high-rise buildings structure model [J].Earthquake Engineering and Engineering Vibration,1999,19(3):37-43.(in Chinese)
[5] Clough Ray W,Joseph Penzien.Dynamics of structures[M].America:McGraw-Hill Inc,1975.191-199.