鲁斯C T F著. 结构力学的有限元法[M]. 吴德心译. 北京: 人民交通出版社, 1991: 308.
[2]
Ross C T F. Finite element methods in structural mechanics [M]. Translated by Wu Dexin. Beijing: China Communications Press, 1991: 308. (in Chinese)
[3]
Kolsky H. Stress wave in solids [M]. Oxford: Clarendous Press, 1953: 72.
[4]
Kawakami H, Haddadi H R. Modeling wave propagation by using normalized input-output minimization (NIOM) [J]. Soil Dynamics and Earthquake Engineering, 1998, 17: 117―126.
[5]
Safak E. New approach to analyzing soil-building systems [J]. Soil Dynamics and Earthquake Engineering, 1998, 17: 509―517.
[6]
Trifunac M D, Ivanovic S S, Todorovska M I. Wave propagation in a seven-story reinforced concrete building, part III: Damage detection via changes in wavenumbers [J]. Soil Dynamics and Earthquake Engineering, 2003, 23(1): 65―75.
[7]
Oyunchimeg M, Kawakami H. A new method for propagation analysis of earthquake waves in damaged buildings: Evolutionary Normalized Input-Output Minimization (NIOM) [J]. Journal of Asian Architecture and Build Engineering, 2003, 2(1): 9―16.
[8]
Gicev V, Trifunac M D. Energy and power of nonlinear waves in a seven-story reinforced concrete building [J]. Journal of Earthquake Technology, 2007, 44(1): 305―323.
[9]
Todorovska M I, Trifunac M D. Earthquake damage detection in the Imperial County Services Building III: Analysis of wave travel times via impulse response functions [J]. Soil Dynamics and Earthquake Engineering, 2008, 28: 387―404.
[10]
Zhang R R, Snieder R, Gargaba L, Seibi A. Modeling of seismic wave motion in high-rise buildings [J]. Probabilistic Engineering Mechanics, 2011, 26: 520―527.
Li Dongsheng, Jia Hui, Li Hongnan, Ren Liang, Wang Guoxin. Disscussion on the time delay of earthquake excitation in high-rise building [J]. Building Structure, 2010, 40(S2): 119―123. (in Chinese)
[13]
Wu J R, Li Q S. Finite element model updating for a high-rise structure based on ambient vibration measurements [J]. Engineering Structures, 2004, 26: 979―990.
[14]
Chopra A K. Dynamics of structures: Theory and applications to earthquake engineering [M]. 2nd ed. Beijing: Tsinghua University Press, 2004: 384―389.
Lin Jiahao, Zhang Yahui, Zhao Yan. Seismic analysis methods of long-span structures and recent advances [J]. Advances in Mechanics, 2001, 31(3): 350―359. (in Chinese)
[17]
Soyluk K. Comparison of random vibration methods for multi-support seismic excitation analysis of long-span bridges [J]. Engineering Structures, 2004, 26(11): 1573―1583.
Lou Menglin, Lan Lan, Huang Mingkai. The effect of multiple-support seismic excitation on seismic design of long-span structures [J]. World Earthquake Engineering, 2010, 26(1): 1―6. (in Chinese)
[20]
Rambabu K V, Allam M M. Response of an open-plane frame to multiple support horizontal seismic excitations with soil-structure interaction [J]. Journal of Sound and Vibration, 2007, 299(1/2): 388―396.
[21]
Allam M M. Multiple support excitations of open-plane frames by a filtered white noise and soil-structure interaction [J]. Journal of Sound and Vibration, 2010, 329: 4212―4226.