-
1
-
-
0000927597
-
A stable algorithm for regression analysis using the random effects model
-
Abrahamson, N. A., and Youngs, R. R., 1992. A stable algorithm for regression analysis using the random effects model, Bull. Seismol. Soc. Am. 82, 505-510.
-
(1992)
Bull. Seismol. Soc. Am
, vol.82
, pp. 505-510
-
-
Abrahamson, N.A.1
Youngs, R.R.2
-
2
-
-
48549101923
-
-
2003. Summary of scaling relations for spectral damping, peak velocity, and average spectral acceleration: Reportfor the PEGASOS project, Personal communication
-
Abrahamson, N. A., Kammerer, A., and Gregor, N., 2003. Summary of scaling relations for spectral damping, peak velocity, and average spectral acceleration: Reportfor the PEGASOS project, Personal communication.
-
-
-
Abrahamson, N.A.1
Kammerer, A.2
Gregor, N.3
-
3
-
-
38349148233
-
-
Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, California, 338 pp
-
Abrahamson, N. A., and Silva, W. J., 2007. Abrahamson & Silva NGA ground motion relations for the geometric mean horizontal component ofpeak and spectral ground motion parameters, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, California, 338 pp.
-
(2007)
Abrahamson & Silva NGA ground motion relations for the geometric mean horizontal component ofpeak and spectral ground motion parameters
-
-
Abrahamson, N.A.1
Silva, W.J.2
-
4
-
-
48549090821
-
Summary of the Abrahamson & Silva NGA ground motion relations
-
Abrahamson, N. A., and Silva, W. J., 2008. Summary of the Abrahamson & Silva NGA ground motion relations, Earthquake Spectra 24, 67-97.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 67-97
-
-
Abrahamson, N.A.1
Silva, W.J.2
-
5
-
-
48549096583
-
-
Baker, J. W, and Cornell, C. A., 2005. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis, John A. Blume Earthquake Engineering Center, Report # 150, Stanford, CA, 321 pp. http://blume.stanford.edu/Blume/Publications.htm
-
Baker, J. W, and Cornell, C. A., 2005. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis, John A. Blume Earthquake Engineering Center, Report # 150, Stanford, CA, 321 pp. http://blume.stanford.edu/Blume/Publications.htm
-
-
-
-
6
-
-
33644500129
-
Correlation of response spectral values for multi-component ground motions
-
Baker, J. W, and Cornell, C. A., 2006a. Correlation of response spectral values for multi-component ground motions, Bull. Seismol. Soc. Am. 96, 215-227.
-
(2006)
Bull. Seismol. Soc. Am
, vol.96
, pp. 215-227
-
-
Baker, J.W.1
Cornell, C.A.2
-
7
-
-
33644541955
-
Which spectral acceleration are you using?
-
Baker, J. W, and Cornell, C. A., 2006b. Which spectral acceleration are you using?, Earthquake Spectra 22, 293-312.
-
(2006)
Earthquake Spectra
, vol.22
, pp. 293-312
-
-
Baker, J.W.1
Cornell, C.A.2
-
8
-
-
33745890924
-
Spectral shape, epsilon and record selection
-
Baker, J. W, and Cornell, C. A., 2006c. Spectral shape, epsilon and record selection, Earthquake Eng. Struct. Dyn. 35, 1077-1095.
-
(2006)
Earthquake Eng. Struct. Dyn
, vol.35
, pp. 1077-1095
-
-
Baker, J.W.1
Cornell, C.A.2
-
9
-
-
0038653184
-
Vector-valued probabilistic seismic hazard analysis
-
Boston, MA, 10 pp
-
Bazzurro, R, and Cornell, C. A., 2002. Vector-valued probabilistic seismic hazard analysis, 7th US. National Conference on Earthquake Engineering, Boston, MA, 10 pp.
-
(2002)
7th US. National Conference on Earthquake Engineering
-
-
Bazzurro, R.1
Cornell, C.A.2
-
10
-
-
33748074098
-
Relationships between median values and between aleatory variabilities for different definitions of the horizontal component of motion
-
Beyer, K., and Bommer, J. J., 2006. Relationships between median values and between aleatory variabilities for different definitions of the horizontal component of motion, Bull. Seismol. Soc. Am. 96, 1512-1522.
-
(2006)
Bull. Seismol. Soc. Am
, vol.96
, pp. 1512-1522
-
-
Beyer, K.1
Bommer, J.J.2
-
11
-
-
33748036361
-
Orientation-independent measures of ground motion
-
Boore, D. M., Watson-Lamprey, J., and Abrahamson, N. A., 2006. Orientation-independent measures of ground motion, Bull. Seismol. Soc. Am. 96, 1502-1511.
-
(2006)
Bull. Seismol. Soc. Am
, vol.96
, pp. 1502-1511
-
-
Boore, D.M.1
Watson-Lamprey, J.2
Abrahamson, N.A.3
-
12
-
-
48549092394
-
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
-
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.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 99-138
-
-
Boore, D.M.1
Atkinson, G.M.2
-
13
-
-
38549176240
-
Campbell-Bozorgnia NGA horizontal ground motion model for PGA, PGV, PGD and 5% damped linear elastic response spectra
-
Campbell, K. W., and Bozorgnia, Y., 2008. Campbell-Bozorgnia NGA horizontal ground motion model for PGA, PGV, PGD and 5% damped linear elastic response spectra, Earthquake Spectra 24, 139-171.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 139-171
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
14
-
-
48549085365
-
An NGA model for the average horizontal component of peak ground motion and response spectra
-
Chiou, B., and Youngs, R, R., 2008. An NGA model for the average horizontal component of peak ground motion and response spectra, Earthquake Spectra 24, 173-215.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 173-215
-
-
Chiou, B.1
Youngs, R.R.2
-
15
-
-
48549090123
-
-
Cordova, P. P., Deierlein, G. G., Mehanny, S. S. F., and Cornell, C. A., 2001. Development of a two-parameter seismic intensity measure and probabilistic assessment procedure, The Second U.S. -Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Sapporo, Hokkaido, pp. 187-206.
-
Cordova, P. P., Deierlein, G. G., Mehanny, S. S. F., and Cornell, C. A., 2001. Development of a two-parameter seismic intensity measure and probabilistic assessment procedure, The Second U.S. -Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Sapporo, Hokkaido, pp. 187-206.
-
-
-
-
16
-
-
0040718278
-
-
Stanford, CA, 70 pp
-
Inoue, T., and Cornell, C. A., 1990. Seismic hazard analysis of multi-degree-of-freedom structures, Reliability of Marine Structures, RMS-8, Stanford, CA, 70 pp.
-
(1990)
Seismic hazard analysis of multi-degree-of-freedom structures, Reliability of Marine Structures, RMS-8
-
-
Inoue, T.1
Cornell, C.A.2
-
17
-
-
0003664269
-
-
McGraw-Hill/Irwin, New York, 701 pp
-
Kutner, M. H., Nachtsheim, C., and Neter, J., 2004. Applied Linear Regression Models, McGraw-Hill/Irwin, New York, 701 pp.
-
(2004)
Applied Linear Regression Models
-
-
Kutner, M.H.1
Nachtsheim, C.2
Neter, J.3
-
18
-
-
48549087006
-
-
Pacific Gas & Electric, 1988. Final report of the Diablo Canyon long term seismic program, US Nuclear Regulatory Commission, Docket Numbers 50-275 and 50-323.
-
Pacific Gas & Electric, 1988. Final report of the Diablo Canyon long term seismic program, US Nuclear Regulatory Commission, Docket Numbers 50-275 and 50-323.
-
-
-
-
19
-
-
0003936224
-
-
Stanford, CA, 320 pp
-
Shome, N., and Cornell, C. A., 1999. Probabilistic seismic demand analysis of nonlinear structures, RMS Program, RMS-35, Stanford, CA, 320 pp. http://www.stanford.edu/group/rms/
-
(1999)
Probabilistic seismic demand analysis of nonlinear structures, RMS Program, RMS-35
-
-
Shome, N.1
Cornell, C.A.2
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