-
1
-
-
0000927597
-
A stable algorithm for regression analyses using the random effects model
-
available at
-
Abrahamson, N. A., and Youngs, R. R., 1992. A stable algorithm for regression analyses using the random effects model, Bull. Seismol. Soc. Am. 82, 505-510, available at http://bssa.geoscienceworld.org/content/82/1/505.full.pdf+html.
-
(1992)
Bull. Seismol. Soc. Am.
, vol.82
, pp. 505-510
-
-
Abrahamson, N.A.1
Youngs, R.R.2
-
2
-
-
0023761632
-
Statistical properties of peak ground accelerations recorded by the SMART 1 array
-
available at
-
Abrahamson, N., 1998. Statistical properties of peak ground accelerations recorded by the SMART 1 array, Bull. Seismol. Soc. Am. 78, 26-41, available at http://bssa.geoscienceworld.org/content/78/1/26.abstract.
-
(1998)
Bull. Seismol. Soc. Am.
, vol.78
, pp. 26-41
-
-
Abrahamson, N.1
-
3
-
-
48549084695
-
Comparisons of the NGA Ground motion relations
-
Abrahamson, N., Atkinson, G., Boore, D., Bozorgnia, Y., Campbell, K., Chiou, B. S.-J., Idriss, I. M., Silva, W., and Youngs, R., 2008. Comparisons of the NGA Ground motion relations, Earthquake Spectra 24, 45-66.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 45-66
-
-
Abrahamson, N.1
Atkinson, G.2
Boore, D.3
Bozorgnia, Y.4
Campbell, K.5
Chiou, B.S.-J.6
Idriss, I.M.7
Silva, W.8
Youngs, R.9
-
4
-
-
84893217650
-
Update of the AS08 Ground-Motion Prediction Equations Based on the NGA-West2 Data Set
-
No. 2013/04, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA
-
Abrahamson, N. A., Silva, W. J., and Kamai, R., 2013. Update of the AS08 Ground-Motion Prediction Equations Based on the NGA-West2 Data Set, PEER Report No. 2013/04, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 143 pp.
-
(2013)
PEER Report
-
-
Abrahamson, N.A.1
Silva, W.J.2
Kamai, R.3
-
5
-
-
77957570466
-
The variability of ground motion prediction models and its components
-
Al Atik, L., Abrahamson, N., Bommer, J. J., Scherbaum, F., Cotton, F., and Kuehn, N., 2010. The variability of ground motion prediction models and its components, Seismological Research Letters 81, 794-801.
-
(2010)
Seismological Research Letters
, vol.81
, pp. 794-801
-
-
Al Atik, L.1
Abrahamson, N.2
Bommer, J.J.3
Scherbaum, F.4
Cotton, F.5
Kuehn, N.6
-
6
-
-
79953253088
-
The conditional mean spectrum: A tool for ground motion selection
-
Baker, J. W., 2011. The conditional mean spectrum: a tool for ground motion selection, Journal of Structural Engineering 137, 322-331.
-
(2011)
Journal of Structural Engineering
, vol.137
, pp. 322-331
-
-
Baker, J.W.1
-
7
-
-
33644541955
-
Which spectral acceleration are you using?
-
Baker, J. W., and Cornell, C. A., 2006. 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
-
-
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
-
9
-
-
77955336017
-
Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion
-
Boore, D. M., 2010. Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion, Bull. Seismol. Soc. Am. 100, 1830-1835.
-
(2010)
Bull. Seismol. Soc. Am.
, vol.100
, pp. 1830-1835
-
-
Boore, D.M.1
-
10
-
-
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
-
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
-
-
84904631771
-
NGA-West2: A comprehensive research program to update ground motion prediction equations for shallow crustal earthquakes in active tectonic regions
-
Bozorgnia, Y., Abrahamson, N., Campbell, K., Rowshandel, B., and Shantz, T., 2012. NGA-West2: A comprehensive research program to update ground motion prediction equations for shallow crustal earthquakes in active tectonic regions, in 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 6 pp.
-
(2012)
15th World Conference on Earthquake Engineering, Lisbon, Portugal
-
-
Bozorgnia, Y.1
Abrahamson, N.2
Campbell, K.3
Rowshandel, B.4
Shantz, T.5
-
13
-
-
0000374195
-
Further analysis of the Joyner-Boore attenuation data
-
available at
-
Brillinger, D. R., and Preisler, H. K., 1985. Further analysis of the Joyner-Boore attenuation data, Bull. Seismol. Soc. Am. 75, 611-614, available at http://bssa.geoscienceworld.org/content/75/2/611.full.pdf+html.
-
(1985)
Bull. Seismol. Soc. Am.
, vol.75
, pp. 611-614
-
-
Brillinger, D.R.1
Preisler, H.K.2
-
14
-
-
78650101037
-
-
Report prepared for the Federal Emergency Management Agency (FEMA), National Institute of Building Sciences, Washington, D.C.
-
Building Seismic Safety Council (BSSC), 2009. NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-750), 2009 edition, Report prepared for the Federal Emergency Management Agency (FEMA), National Institute of Building Sciences, Washington, D.C.
-
(2009)
NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-750), 2009 Edition
-
-
Building Seismic Safety Council (BSSC)1
-
15
-
-
36749053568
-
Campbell-Bozorgnia NGA Ground Motion Relations For the Geometric Mean Horizontal Component of Peak and Spectral Ground Motion Parameters
-
No. 2007/02, Pacific Earthquake Engineering Research Center, Berkeley, California
-
Campbell, K. W., and Bozorgnia, Y., 2007. Campbell-Bozorgnia NGA Ground Motion Relations For the Geometric Mean Horizontal Component of Peak and Spectral Ground Motion Parameters, PEER Report No. 2007/02, Pacific Earthquake Engineering Research Center, Berkeley, California. 238 pp.
-
(2007)
PEER Report
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
16
-
-
38549176240
-
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 and 10.0 s
-
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 and 10.0 s, Earthquake Spectra 24, 139-171.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 139-171
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
17
-
-
48549085097
-
NGA project strong-motion database
-
Chiou, B. S.-J., Darragh, R., Gregor, N., and Silva, W., 2008. NGA project strong-motion database, Earthquake Spectra 24, 23-44.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 23-44
-
-
Chiou, B.S.-J.1
Darragh, R.2
Gregor, N.3
Silva, W.4
-
18
-
-
0003684449
-
-
Springer
-
Hastie, T., Tibshirani, R., and Friedman, J. H., 2001. The Elements of Statistical Learning: Data Mining, Inference, and Prediction, Springer, 533 pp.
-
(2001)
The Elements of Statistical Learning: Data Mining, Inference, and Prediction
-
-
Hastie, T.1
Tibshirani, R.2
Friedman, J.H.3
-
19
-
-
77949992268
-
Characteristics of horizontal ground motion measures along principal directions
-
Hong, H. P., and Goda, K., 2010. Characteristics of horizontal ground motion measures along principal directions, Earthquake Engineering and Engineering Vibration 9, 9-22.
-
(2010)
Earthquake Engineering and Engineering Vibration
, vol.9
, pp. 9-22
-
-
Hong, H.P.1
Goda, K.2
-
20
-
-
84907532113
-
Maximum Spectral Demand in the United States
-
preparation
-
Huang, Y., Whittaker, A., and Luco, N., 2010. Maximum Spectral Demand in the United States, USGS Open File Report, in preparation, 217 pp.
-
(2010)
USGS Open File Report
-
-
Huang, Y.1
Whittaker, A.2
Luco, N.3
-
21
-
-
48549106058
-
Maximum spectral demands in the near-fault region
-
Huang, Y., Whittaker, A., and Luco, N., 2008. Maximum spectral demands in the near-fault region, Earthquake Spectra 24, 319-341.
-
(2008)
Earthquake Spectra
, vol.24
, pp. 319-341
-
-
Huang, Y.1
Whittaker, A.2
Luco, N.3
-
22
-
-
55049124116
-
Statistical tests of the joint distribution of spectral acceleration values
-
Jayaram, N., and Baker, J. W., 2008. Statistical tests of the joint distribution of spectral acceleration values, Bull. Seismol. Soc. Am. 98, 2231-2243.
-
(2008)
Bull. Seismol. Soc. Am.
, vol.98
, pp. 2231-2243
-
-
Jayaram, N.1
Baker, J.W.2
-
23
-
-
84985811037
-
Time and Frequency Domain Analyses of Three-Dimensional Ground Motions, San Fernando Earthquakes
-
EERC 76-6 University of California, Berkeley
-
Kubo, T., and Penzien, J., 1976. Time and Frequency Domain Analyses of Three-Dimensional Ground Motions, San Fernando Earthquakes, Report of Engineering Earthquake Research Center, EERC 76-6, University of California, Berkeley.
-
(1976)
Report of Engineering Earthquake Research Center
-
-
Kubo, T.1
Penzien, J.2
-
24
-
-
0018465879
-
Analysis of three-dimensional strong ground motions along principal axes, San Fernando earthquake
-
Kubo, T., and Penzien, J., 1979. Analysis of three-dimensional strong ground motions along principal axes, San Fernando earthquake, Earthquake Engineering & Structural Dynamics 7, 265-278.
-
(1979)
Earthquake Engineering & Structural Dynamics
, vol.7
, pp. 265-278
-
-
Kubo, T.1
Penzien, J.2
-
25
-
-
0020335619
-
Engineering analyses of SMART 1 array accelerograms
-
Loh, C. H., Penzien, J., and Tsai, Y. B., 1982. Engineering analyses of SMART 1 array accelerograms, Earthquake Engineering & Structural Dynamics 10, 575-591.
-
(1982)
Earthquake Engineering & Structural Dynamics
, vol.10
, pp. 575-591
-
-
Loh, C.H.1
Penzien, J.2
Tsai, Y.B.3
-
26
-
-
0031236420
-
The critical angle of seismic incidence and the maximum structural response
-
Lopez, O. A., and Torres, R., 1997. The critical angle of seismic incidence and the maximum structural response, Earthquake Engineering & Structural Dynamics 26, 881-894.
-
(1997)
Earthquake Engineering & Structural Dynamics
, vol.26
, pp. 881-894
-
-
Lopez, O.A.1
Torres, R.2
-
27
-
-
0034549207
-
Critical response of structures to multicomponent earthquake excitation
-
Lopez, O. A., Chopra, A. K., and Hernandez, J. J., 2000. Critical response of structures to multicomponent earthquake excitation, Earthquake Engineering & Structural Dynamics 29, 1759-1778.
-
(2000)
Earthquake Engineering & Structural Dynamics
, vol.29
, pp. 1759-1778
-
-
Lopez, O.A.1
Chopra, A.K.2
Hernandez, J.J.3
-
28
-
-
0004242197
-
-
John Wiley & Sons, Inc., New York
-
Searle, S., 1971. Linear Models, John Wiley & Sons, Inc., New York, 560 pp.
-
(1971)
Linear Models
-
-
Searle, S.1
-
29
-
-
84905682624
-
NGA-West2 Models for Ground-Motion Directionality
-
No. 2013/10, Pacific Earthquake Engineering Research Center, University of California, Berkeley
-
Shahi, S. K., and Baker, J. W., 2013. NGA-West2 Models for Ground-Motion Directionality, PEER Report No. 2013/10, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 45 pp.
-
(2013)
PEER Report
-
-
Shahi, S.K.1
Baker, J.W.2
-
30
-
-
0030923422
-
Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity
-
Somerville, P. G., Smith, N. F., Graves, R. W., and Abrahamson, N. A., 1997. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity, Seismological Research Letters 68, 199-222.
-
(1997)
Seismological Research Letters
, vol.68
, pp. 199-222
-
-
Somerville, P.G.1
Smith, N.F.2
Graves, R.W.3
Abrahamson, N.A.4
-
31
-
-
84905162367
-
Directivity models produced for the Next Generation Attenuation West 2 (NGA-West 2) project
-
Spudich, P., Watson-Lamprey, J., Somerville, P., Bayless, J., Shahi, S. K., Baker, J. W., Rowshandel, B., and Chiou, B. S.-J., 2012. Directivity models produced for the Next Generation Attenuation West 2 (NGA-West 2) project, in Proceedings, 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 9 pp.
-
(2012)
Proceedings, 15th World Conference on Earthquake Engineering, Lisbon, Portugal
-
-
Spudich, P.1
Watson-Lamprey, J.2
Somerville, P.3
Bayless, J.4
Shahi, S.K.5
Baker, J.W.6
Rowshandel, B.7
Chiou, B.S.-J.8
-
32
-
-
80052159065
-
Representation of bi-directional ground motions for design spectra in building codes
-
Stewart, J. P., Abrahamson, N. A., Atkinson, G. M., Baker, J., Boore, D. M., Bozorgnia, Y., Campbell, K.W., Comartin, C. D., Idriss, I. M., Lew, M., Mehrain, M., Moehle, J. P., Naeim, F., and Sabol, T. A., 2011. Representation of bi-directional ground motions for design spectra in building codes, Earthquake Spectra 27, 927-937.
-
(2011)
Earthquake Spectra
, vol.27
, pp. 927-937
-
-
Stewart, J.P.1
Abrahamson, N.A.2
Atkinson, G.M.3
Baker, J.4
Boore, D.M.5
Bozorgnia, Y.6
Campbell, K.W.7
Comartin, C.D.8
Idriss, I.M.9
Lew, M.10
Mehrain, M.11
Moehle, J.P.12
Naeim, F.13
Sabol, T.A.14
-
33
-
-
35549011375
-
Beyond SaGMRotI: Conversion to SaArb, SaSN, and SaMaxRot
-
Watson-Lamprey, J., and Boore, D. M., 2007. Beyond SaGMRotI: conversion to SaArb, SaSN, and SaMaxRot, Bull. Seismol. Soc. Am. 97, 1511-1524.
-
(2007)
Bull. Seismol. Soc. Am.
, vol.97
, pp. 1511-1524
-
-
Watson-Lamprey, J.1
Boore, D.M.2
|