[1]
Code for seismic design of buildings GB 50011-2001, In Chinese
Google Scholar
[2]
Maurice S.Power, Robert R.Youngs, Chih-Cheng Chin (2008), Design Ground Motion Library , Final Report Prepared for California Geological Survey – Strong Motion Instrumentation Program, and Pacific Earthquake Engineering Research Center – Lifelines Program.
Google Scholar
[3]
Users Manual for the PEER Ground Motion Database Web Application, (2010)
Google Scholar
[4]
Technical Report for the PEER Ground Motion Database Web Application, (2010)
Google Scholar
[5]
Boore D, TSPP----A Collection of FORTRAN Programs for Processing and Manipulating Time Series, U.S. Geological Survey Open-File Report 2008-1111.
DOI: 10.3133/ofr20081111
Google Scholar
[6]
Norman Abrahamson, M.EERI, Gail Atkinson, etc, Comparisons of the NGA Ground-Motion Relations Earthquake Spectra, Volume 24, No. 1, pages 45–66, February (2008)
DOI: 10.1193/1.2924363
Google Scholar
[7]
Abrahamson, N. A., and Silva, W. J., 2008. Summary of the Abrahamson & Silva NGA ground motion relations, Earthquake Spectra 24, 67–97.
DOI: 10.1193/1.2924360
Google Scholar
[8]
Boore, D. M., and Atkinson, G. M., 2008. Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s, Earthquake Spectra 24, 99–138.
DOI: 10.1193/1.2830434
Google Scholar
[9]
Campbell, K. W., and Bozorgnia, Y., 2008. NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s, Earthquake Spectra 24, 139–171.
DOI: 10.1193/1.2857546
Google Scholar
[10]
Chiou, B. S. J., and Youngs, R. R., 2008. Chiou-Youngs NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters, Earthquake Spectra 24, 173–215.
DOI: 10.1193/1.2894832
Google Scholar
[11]
Idriss, I. M., 2008. An NGA empirical model for estimating the horizontal spectral values erated by shallow crustal earthquakes, Earthquake Spectra 24, 217–242.
DOI: 10.1193/1.2924362
Google Scholar
[12]
Charles Kircher, Code Requirements for the Selection and Scaling of Ground Motion Records COSMOS Annual Meeting November 18, 25
Google Scholar
[13]
Katsanos EI, et al. Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering. Soil Dyn Earthquake Eng (2009)
DOI: 10.1016/j.soildyn.2009.10.005
Google Scholar
[14]
Dou Lijun, Yang Baipo, Lei Yan, Gong Gan(2001), Method of determining ground motion time history on the basis of site conditi, World Information on Earthquake Engineering, vol17,No2:47-51.
Google Scholar
[15]
Curt B. Haselton. 2009, Evaluation of Ground Motion Selection and Modification Methods: Predicting Median Interstory Drift Response of Buildings. PEER Ground Motion Selection and Modification Working Group. PEER 2009/01
Google Scholar
[16]
Gang Wang(2010), Design Ground Motion Library and Its Application in Performance-based Earthquake Design of Civil Infrastructure, 4th Guangdong-Hong Kong-Macau Seminars on Earthquake Science and Technology, Hong Kong
Google Scholar
[17]
Baker J. Ground Motion Target Spectra for Structures Sensitive to Multiple Periods of Excitation: Conditional Mean Spectrum Computation Using Multiple Ground Motion Prediction Models. FINAL TECHNICAL REPORT AWARD NUMBER: 08HQAG0115 February (2009)
Google Scholar
[18]
Baker J.W, Cornell CA (2006). Spectral shape, epsilon and record selection. Earthquake Engineering &Structural Dynamics, 35(9):1077–95.
DOI: 10.1002/eqe.571
Google Scholar