1 |
Atkinson, G.M. and Boore, D.M. (1995), "Ground-motion relations for eastern North America", B. Seismol. Soc. Am., 85(1), 17-30.
|
2 |
Bolt, B.A. (1973), "Duration of strong ground motions", Fifth World Conference on Earthquake Engineering, Rome, 1304-1313.
|
3 |
Bommer, J.J. and Martinez-Pereira, A. (1999), "The effective duration of earthquake strong motion", J. Earthq. Eng., 3(2), 127-172.
|
4 |
Bommer, J.J., Stafford, P.J. and Alarcon, J.E. (2009), "Empirical equations for the prediction of the significant, bracketed, and uniform duration of earthquake ground motion", B. Seismol. Soc. Am., 99(6), 3217-3233.
DOI
|
5 |
Boore, D.M. (1983), "Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra", B. Seismol. Soc. Am., 73(6A), 1865-1894.
|
6 |
Boore, D.M. (1986), "Short-period P- and S-wave radiation from large earthquakes: implications for spectral scaling relations", B. Seismol. Soc. Am., 76(1), 43-64.
|
7 |
Boore, D.M. and Joyner, W.B. (1984), "A note on the use of random vibration theory to predict peak amplitudes of transient signals", B. Seismol. Soc. Am., 74(5), 2035-2039.
|
8 |
Brune, J.N. (1970), "Tectonic stress and spectra of seismic shear waves from earthquakes", J. Geophys. Res., 75(26), 611-614.
|
9 |
Brune, J.N. (1971), "Correction", J. Geophys. Res., 76(20), 1441-1450.
|
10 |
Campbell, K. (2003), "Prediction of strong ground motion using the hybrid empirical method and its use in the development of ground-motion (attenuation) relations in Eastern North America', B. Seismol. Soc. Am., 93(3), 1012-1033.
DOI
|
11 |
Chang, F.K. and Krinitzsky, E.L. (1977), "State-of-the-art for assessing earthquake hazards in the united states. Report 8. Duration, Spectral Content, and Predominant Period of Strong Motion Earthquake Records from Western United States", United States.
|
12 |
Hanks, T.C. and McGuire, R.K. (1981), "The character of high-frequency strong ground motion", B. Seismol. Soc. Am., 71(6), 2071-2095.
|
13 |
Hays, W.W. (1975), "A note on the duration of earthquake and nuclear-explosion ground motions", B. Seismol. Soc. Am., 65(4), 875-883.
|
14 |
Lee, J. (2009), "Engineering characterization of earthquake ground motions", Ph.D. Dissertation, University of Michigan, Ann Arbor.
|
15 |
McGuire, R.K., Becker, A.M. and Donovan, N.C. (1984), "Spectral estimates of seismic shear waves", Bull. Seismol. Soc. Am., 74(4), 1427-1440.
|
16 |
McGuire, R.K., Silva, W.J. and Costantino, C.J. (2001), "Technical basis for revision of regulatory guidance on design ground motions: hazard-and risk-consistent ground motion spectra guidelines", US Nuclear Regulatory Commission, Washington, DC.
|
17 |
Page, R.A., Boore, D.M., Joyner, W.B. and Coulter, H.W. (1972), Ground motion values for use in seismic design of the trans-Alaska pipeline system, US Geological Survey Circular 672.
|
18 |
Pinheiro, J.C. and Bates, D.M. (2000), Mixed-effects models in S and S-PLUS, Springer, New York.
|
19 |
Program-R. (version 2.5.0), "A language and environment for statistical computing and graphics: http://www.rproject.org/"
|
20 |
Schneider, J.F., Silva, W.J. and Stark, C. (1993), "Ground motion model for the 1989 M 6.9 loma prieta earthquake including effects of source, path, and site", Earthq. Spectra, 9(2), 251-287.
DOI
|
21 |
Silva, W.J. (1993), "Factors controlling strong ground motion and their associated uncertainties", Dynamic Analysis and Design Considerations for High-Level Nuclear Waste Repositories, San Francisco, CA, USA, 132-161.
|
22 |
Silva, W.J. and Lee, K. (1987), "WES RASCAL code for synthesizing earthquake ground motions: state-of-theart for assessing earthquake hazards in the United States", Report 24, US Army Engineering Waterways Experiment Station Vicksburg, MS.
|
23 |
Stafford, P.J. (2008), "Conditional prediction of absolute durations", B. Seismol. Soc. Am., 98(3), 1588-1594.
DOI
|