-
1
-
-
48549084695
-
Comparisons of the NGA ground-motion relations
-
Abrahamson, N., et al. (2008). "Comparisons of the NGA ground-motion relations." Earthquake Spectra, 24(1), 45-66.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 45-66
-
-
Abrahamson, N.1
-
2
-
-
48549090821
-
Summary of the Abrahamson & Silva NGA ground-motion relations
-
Abrahamson, N., and Silva, W. (2008a). "Summary of the Abrahamson & Silva NGA ground-motion relations." Earthquake Spectra, 24(1), 67-97.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 67-97
-
-
Abrahamson, N.1
Silva, W.2
-
3
-
-
0008627347
-
Effects of rupture directivity on probabilistic seismic hazard analysis
-
Earthquake Engineering Research Institute, Oakland, CA.
-
Abrahamson, N. A. (2000). "Effects of rupture directivity on probabilistic seismic hazard analysis." Proc., 6th Int. Conf. on Seismic Zonation, Earthquake Engineering Research Institute, Oakland, CA.
-
(2000)
Proc., 6th Int. Conf. on Seismic Zonation
-
-
Abrahamson, N.A.1
-
4
-
-
36749053568
-
Abrahamson and Silva NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters
-
Pacific Earthquake Engineering Research Center, Berkeley, CA.
-
Abrahamson, N. A., and Silva, W. J. (2008b). "Abrahamson and Silva NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters." Final Rep. Prepared for the Pacific Earthquake Engineering Research Center, Pacific Earthquake Engineering Research Center, Berkeley, CA.
-
(2008)
Final Rep. Prepared for the Pacific Earthquake Engineering Research Center
-
-
Abrahamson, N.A.1
Silva, W.J.2
-
5
-
-
0003259064
-
Consideration of near-fault ground motion effects in seismic design
-
Int. Association for Earthquake Engineering, Tokyo.
-
Alavi, B., and Krawinkler, H. (2000). "Consideration of near-fault ground motion effects in seismic design." Proc., 12th World Conf. on Earthquake Engineering, Int. Association for Earthquake Engineering, Tokyo.
-
(2000)
Proc., 12th World Conf. on Earthquake Engineering
-
-
Alavi, B.1
Krawinkler, H.2
-
6
-
-
84904608226
-
PEER NGA-West2 database: A database of ground motions recorded in shallow crustal earthquakes in active tectonic regions
-
Int. Association for Earthquake Engineering, Tokyo.
-
Ancheta, T. D., et al. (2012). "PEER NGA-West2 database: A database of ground motions recorded in shallow crustal earthquakes in active tectonic regions." Proc., 15th World Conf. on Earthquake Engineering, Int. Association for Earthquake Engineering, Tokyo.
-
(2012)
Proc., 15th World Conf. on Earthquake Engineering
-
-
Ancheta, T.D.1
-
7
-
-
0023401722
-
Uncertainties in establishing design earthquakes
-
Anderson, J., and Bertero, V. (1987). "Uncertainties in establishing design earthquakes." J. Struct. Eng., 10.1061/(ASCE)0733-9445(1987)113:8 (1709), 1709-1724.
-
(1987)
J. Struct. Eng.
, vol.8
, Issue.1709
, pp. 1709-1724
-
-
Anderson, J.1
Bertero, V.2
-
8
-
-
0001487059
-
Effects of fault finiteness on near-source ground motion
-
Archuleta, R. J., and Hartzell, S. H. (1981). "Effects of fault finiteness on near-source ground motion." Bull. Seismol. Soc. Am., 71(4), 939-957.
-
(1981)
Bull. Seismol. Soc. Am.
, vol.71
, Issue.4
, pp. 939-957
-
-
Archuleta, R.J.1
Hartzell, S.H.2
-
9
-
-
79953253088
-
Conditional mean spectrum: Tool for ground-motion selection
-
Baker, J. (2011). "Conditional mean spectrum: Tool for ground-motion selection." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000215, 322-331
-
(2011)
J. Struct. Eng.
, pp. 322-331
-
-
Baker, J.1
-
10
-
-
35548984349
-
Quantitative classification of near-fault ground motions using wavelet analysis
-
Baker, J. W. (2007). "Quantitative classification of near-fault ground motions using wavelet analysis." Bull. Seismol. Soc. Am., 97(5), 1486- 1501.
-
(2007)
Bull. Seismol. Soc. Am.
, vol.97
, Issue.5
, pp. 1486-1501
-
-
Baker, J.W.1
-
11
-
-
0002731080
-
Mechanism and strain characteristics of the White Wolf fault as indicated by the aftershock sequence
-
Benioff, H. (1955). "Mechanism and strain characteristics of the White Wolf fault as indicated by the aftershock sequence." California Div. Mines Bull., 171, 199-202.
-
(1955)
California Div. Mines Bull.
, vol.171
, pp. 199-202
-
-
Benioff, H.1
-
12
-
-
0001756539
-
Radiation of seismic surface-waves from finite moving sources
-
Ben-Menahem, A. (1961). "Radiation of seismic surface-waves from finite moving sources." Bull. Seismol. Soc. Am., 51(3), 401-435.
-
(1961)
Bull. Seismol. Soc. Am.
, vol.51
, Issue.3
, pp. 401-435
-
-
Ben-Menahem, A.1
-
13
-
-
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(1), 99-138.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 99-138
-
-
Boore, D.M.1
Atkinson, G.M.2
-
14
-
-
84857204617
-
Empirical correlations between peak ground velocity and spectrum-based intensity measures
-
Bradley, B. A. (2012). "Empirical correlations between peak ground velocity and spectrum-based intensity measures." Earthquake Spectra, 28(1), 17-35.
-
(2012)
Earthquake Spectra
, vol.28
, Issue.1
, pp. 17-35
-
-
Bradley, B.A.1
-
15
-
-
84885474258
-
Practice-oriented estimation of the seismic demand hazard using ground motions at few intensity levels
-
Bradley, B. A. (2013). "Practice-oriented estimation of the seismic demand hazard using ground motions at few intensity levels." Earthquake Eng. Struct. Dyn., 42(14), 2167-2185.
-
(2013)
Earthquake Eng. Struct. Dyn.
, vol.42
, Issue.14
, pp. 2167-2185
-
-
Bradley, B.A.1
-
16
-
-
8644235077
-
Characterization of forwarddirectivity ground motions in the near-fault region
-
Bray, J. D., and Rodriguez-Marek, A. (2004). "Characterization of forwarddirectivity ground motions in the near-fault region." Soil Dyn. Earthquake Eng., 24(11), 815-828.
-
(2004)
Soil Dyn. Earthquake Eng.
, vol.24
, Issue.11
, pp. 815-828
-
-
Bray, J.D.1
Rodriguez-Marek, A.2
-
17
-
-
63549104683
-
Design ground motions near active faults
-
Bray, J. D., Rodriguez-Marek, A., and Gillie, J. L. (2009). "Design ground motions near active faults." Bull. N. Z. Soc. Earthquake Eng., 42(1), 1-8.
-
(2009)
Bull. N. Z. Soc. Earthquake Eng.,
, vol.42
, Issue.1
, pp. 1-8
-
-
Bray, J.D.1
Rodriguez-Marek, A.2
Gillie, J.L.3
-
18
-
-
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 to 10 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 to 10 s." Earthquake Spectra, 24(1), 139-171.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 139-171
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
19
-
-
48549085365
-
An NGA model for the average horizontal component of peak ground motion and response spectra
-
Chiou, B. S. J., and Youngs, R. R. (2008). "An NGA model for the average horizontal component of peak ground motion and response spectra." Earthquake Spectra, 24(1), 173-215.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 173-215
-
-
Chiou, B.S.J.1
Youngs, R.R.2
-
20
-
-
84892378669
-
Seismic hazard analysis using simulated ground motions
-
Int. Association for Structural Safety and Reliability, New York.
-
Dabaghi, M., Der Kiureghian, A., Rezaeian, S., and Luco, N. (2013). "Seismic hazard analysis using simulated ground motions." Proc., 11th Int. Conf. on Structural Safety & Reliability, Int. Association for Structural Safety and Reliability, New York.
-
(2013)
Proc., 11th Int. Conf. on Structural Safety & Reliability
-
-
Dabaghi, M.1
Der Kiureghian, A.2
Rezaeian, S.3
Luco, N.4
-
21
-
-
0000132610
-
Nearsource ground motion and its effects on flexible buildings
-
Hall, J. F., Heaton, T. H., Halling, M. W., and Wald, D. J. (1995). "Nearsource ground motion and its effects on flexible buildings." Earthquake Spectra, 11(4), 569-605.
-
(1995)
Earthquake Spectra
, vol.11
, Issue.4
, pp. 569-605
-
-
Hall, J.F.1
Heaton, T.H.2
Halling, M.W.3
Wald, D.J.4
-
22
-
-
84946608878
-
Selection of near-fault pulse motions for use in design
-
Int. Association for Earthquake Engineering, Tokyo.
-
Hayden, C. P., Bray, J. D., Abrahamson, N. A., and Acevedo-Cabrera, A. L. (2012). "Selection of near-fault pulse motions for use in design." Proc., 15th World Conf. on Earthquake Engineering, Int. Association for Earthquake Engineering, Tokyo.
-
(2012)
Proc., 15th World Conf. on Earthquake Engineering
-
-
Hayden, C.P.1
Bray, J.D.2
Abrahamson, N.A.3
Acevedo-Cabrera, A.L.4
-
23
-
-
33745604632
-
Effects of fling step and forward directivity on seismic response of buildings
-
Kalkan, E., and Kunnath, S. K. (2006). "Effects of fling step and forward directivity on seismic response of buildings." Earthquake Spectra, 22(2), 367-390.
-
(2006)
Earthquake Spectra
, vol.22
, Issue.2
, pp. 367-390
-
-
Kalkan, E.1
Kunnath, S.K.2
-
24
-
-
84906967521
-
-
[Computer software]. Natick, MA, MathWorks.
-
MATLAB 2011b [Computer software]. Natick, MA, MathWorks.
-
(2011)
-
-
-
26
-
-
79953056409
-
An empirically calibrated framework for including the effects of near-fault directivity in probabilistic seismic hazard analysis
-
Shahi, S. K., and Baker, J. W. (2011). "An empirically calibrated framework for including the effects of near-fault directivity in probabilistic seismic hazard analysis." Bull. Seismol. Soc. Am., 101(2), 742-755.
-
(2011)
Bull. Seismol. Soc. Am.
, vol.101
, Issue.2
, pp. 742-755
-
-
Shahi, S.K.1
Baker, J.W.2
-
27
-
-
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." Seismol. Res. Lett., 68(1), 199-222.
-
(1997)
Seismol. Res. Lett.
, vol.68
, Issue.1
, pp. 199-222
-
-
Somerville, P.G.1
Smith, N.F.2
Graves, R.W.3
Abrahamson, N.A.4
-
28
-
-
48549104788
-
Directivity in NGA earthquake ground motions: Analysis using isochrone theory
-
Spudich, P., and Chiou, B. S. J. (2008). "Directivity in NGA earthquake ground motions: Analysis using isochrone theory." Earthquake Spectra, 24(1), 279-298.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 279-298
-
-
Spudich, P.1
Chiou, B.S.J.2
-
29
-
-
0003611634
-
Minimum design loads for buildings and other structures
-
ASCE/Structural Engineering Institute, Reston, VA.
-
Structural Engineering Institute (SEI). (2006). Minimum design loads for buildings and other structures, ASCE/Structural Engineering Institute, Reston, VA.
-
(2006)
-
-
-
30
-
-
0037860868
-
Empirical attenuation relationship for Arias Intensity
-
Travasarou, T., Bray, J. D., and Abrahamson, N. A. (2003). "Empirical attenuation relationship for Arias Intensity." Earthquake Eng. Struct. Dyn., 32(7), 1133-1155.
-
(2003)
Earthquake Eng. Struct. Dyn.
, vol.32
, Issue.7
, pp. 1133-1155
-
-
Travasarou, T.1
Bray, J.D.2
Abrahamson, N.A.3
-
31
-
-
84884912059
-
Quantitative identification of near-fault pulse-like ground motions based on energy
-
Zhai, C., Chang, Z., Li, S., Chen, Z., and Xie, L. (2013). "Quantitative identification of near-fault pulse-like ground motions based on energy." Bull. Seismol. Soc. Am., 103(5), 2591-2603.
-
(2013)
Bull. Seismol. Soc. Am.
, vol.103
, Issue.5
, pp. 2591-2603
-
-
Zhai, C.1
Chang, Z.2
Li, S.3
Chen, Z.4
Xie, L.5
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