[1]
Amin, M. and N. S. Ang, Nonstationary stochastic model of earthquake motions, J. Eng. Mech. Div., ASCE 94, pp.559-583.
Google Scholar
[2]
Murakami, M. and J. Penzien, Nonlinear response spectra for probabilistic seismic design and damage assessment of reinforced concrete structures, Earthquake Engineering Research Center, EERC 75-83, University of California, Berkeley.
Google Scholar
[3]
Kanai, K. , Semi-empirical Formula for the Seismic Characteristics of the Ground, Bulletin of the Earthquake Research Institute, University of Tokyo, Vol. 35, Part 2 (1957).
Google Scholar
[4]
Tajimi, H. , A Statistical Method of Determining the Maximum Response of a Building Structure During an Earthquake, Proc, Second World Conf. on Earthq. Eng., Tokyo, Japan, Vol. 1, (1960)
Google Scholar
[5]
Ou Jinping and Niu Ditao, Parameters in the Random Process Models of Earthquake Ground Motion and their Effects on the Response of Structures, J. Harbin Archit. & Civ. Eng. Inst., Vol. 23, No. 2, pp.24-34 (1990).
Google Scholar
[6]
Hu Yuxian and Zhou Xiyuan, Response of Elastic Structures under Stationary Ground Motion, Technical Report of Inst. of Civ. Eng., Academia Sinica, Science Press, Part 1, pp.33-50 (1962).
Google Scholar
[7]
Jin Jiahe, Hu Yuxian and Zhou Xiyuan, Discussion of "Response of Elastic Structures under Stationary Ground Motion", Technical Report of Inst. of Civ. Eng., Academia Sinica, Science Press, Part 2, pp.287-294 (1965).
Google Scholar
[8]
Hong Feng, Jiang Jinren and Li Yuting, Power Spectral Models of Earthquake Ground Motions and Evaluation of its Parameters, Earthquake Engineering and Engineering Vibration, Vol. 14, No. 2, pp.46-52 (1994).
Google Scholar
[9]
Shih-Sheng Paul Lai, Statistical Characterization of Strong Ground Motions Using Power Spectral Density Function, Bulletin of the Seismological Society of America, Vol. 72, No. 1, pp.259-274 (1982).
Google Scholar
[10]
Sues, R. H. , Wen, Y. K. and Ang, A. H-S. , Stochastic Seismic Performance Evaluation of Buildings, Technical Report of Research, University of Illinois, 1983.
Google Scholar
[11]
Martin W. McCann, JR. and Haresh C. Shah, Determining Strong Motion Duration of Earthquakes, Bulletin of the Seismological Society of America, Vol. 69, No. 4, pp.1253-1265 (1979).
Google Scholar
[12]
Moayyad, P. and Mohraz, B. , A Study of Power Spectral Density of Earthquake Accelerograms, Civil and Mechanical Engineering Dept. , Southern Methodist University, Dallas, Texas, 1982.
Google Scholar
[13]
Nigam, N. C., Introduction to Random Vibrations, ShangHai Jiaotong University Press, 1985.
Google Scholar
[14]
Wang Yayong and Li Hong, Site Dependent Attenuation Statics of Strong Ground Motion Parameters, Earthquake Engineering and Engineering Vibration, Vol. 6, No. 3, pp.67-77 (1986).
Google Scholar
[15]
Guo Yuxue and Wang Guoxin, Acceleration Attenuation Laws in North China, Earthquake Engineering and Engineering Vibration, Vol. 10, No. 1, pp.31-42 (1986).
Google Scholar
[16]
Battis J., Regional Modification of Acceleration Attenuation Functions, BSSA, Vol. 71, No. 4, pp.1309-1321 (1981).
DOI: 10.1785/bssa0710041309
Google Scholar
[17]
Hu Yuxian and Zhang Minzheng, A Method of Predicting Ground Motion Parameters for Regions with Poor Ground Motion Data, Earthquake Engineering and Engineering Vibration, Vol. 4, No. 1, pp.1-11 (1984).
Google Scholar
[18]
Hasegawa H.S. , P. W. Basham and M. J. Berry,Attenuation Relations for Strong Seismic Ground Motion in Canada, BSSA, Vol. 71, No. 6, pp.1943-1962 (1981).
DOI: 10.1785/bssa0710061943
Google Scholar