-
1
-
-
40849120448
-
Laboratory testing of nonlinear soil properties: I & II
-
Pacific Earthquake Engineering Research Center, University of California at Berkeley
-
Anderson, D. G. (2003). Laboratory testing of nonlinear soil properties: I & II, Lifelines Research Program, Pacific Earthquake Engineering Research Center, University of California at Berkeley.
-
(2003)
Lifelines Research Program
-
-
Anderson, D.G.1
-
2
-
-
33746121832
-
Quantifying sensitivity of local site response models to statistical variations in soil properties
-
Andrade, J. E., and R. I. Borja (2006). Quantifying sensitivity of local site response models to statistical variations in soil properties, Acta Geotec. 1,3-14.
-
(2006)
Acta Geotec
, vol.1
, pp. 3-14
-
-
Andrade, J.E.1
Borja, R.I.2
-
3
-
-
77952648800
-
A wavelet-based seismogram inversion algorithm for the in-situ characterization of nonlinear soi
-
(in press)
-
Assimaki, D., A. Kalos, and W. Li (2010). A wavelet-based seismogram inversion algorithm for the in-situ characterization of nonlinear soil behavior, Pure Appl. Geophys. (in press).
-
(2010)
Behavior, Pure Appl. Geophys
-
-
Assimak, D.1
Kalos, A.2
Li, W.3
-
4
-
-
54949090355
-
Quantifying nonlinearity susceptibility via site response modeling uncertainty at three sites in the Los Angeles Basin
-
Assimaki, D., W. Li, J. M. Steidl, and J. Schmedes (2008). Quantifying nonlinearity susceptibility via site response modeling uncertainty at three sites in the Los Angeles Basin, Bull. Seismol. Soc. Am. 98, no. 5, 2364-2390.
-
(2008)
Bull. Seismol. Soc. Am
, vol.98
, Issue.5
, pp. 2364-2390
-
-
Assimaki, D.1
Li, W.2
Steidl, J.M.3
Schmedes, J.4
-
5
-
-
0037999944
-
Effects of spatial variability of soil properties on surface ground motion
-
Assimaki, D., A. Pecker, R. Popescu, and J. Prevost (2003). Effects of spatial variability of soil properties on surface ground motion, J. Earthquake Eng. 7, 1-44.
-
(2003)
J. Earthquake Eng
, vol.7
, pp. 1-44
-
-
Assimaki, D.1
Pecker, A.2
Popescu, R.3
Prevost, J.4
-
6
-
-
33645747292
-
Attenuation and velocity structure for site response analyses via downhole seismogram inversion, Pure Appl
-
Assimaki, D., Steidl, J., Liu, P.-C. (2006). Attenuation and velocity structure for site response analyses via downhole seismogram inversion, Pure Appl. Geophys. 163, 81-118.
-
(2006)
Geophys
, vol.163
, pp. 81-118
-
-
Assimaki, D.1
Steidl, J.2
Liu, P.-C.3
-
7
-
-
14344266663
-
Ground-motion amplification in nonlinear soil sites with uncertain properties
-
Bazzurro, P., and C. A. Cornell (2004). Ground-motion amplification in nonlinear soil sites with uncertain properties, Bull. Seismol. Soc. Am. 94, no. 6, 2090-2109.
-
(2004)
Bull. Seismol. Soc. Am
, vol.94
, Issue.6
, pp. 2090-2109
-
-
Bazzurro, P.1
Cornell, C.A.2
-
8
-
-
77952647600
-
Probability
-
McGraw-Hill, New York
-
Benjamin, J., and C. A. Cornell (1971). Probability, Statistics, and Decisions for Civil Engineers, McGraw-Hill, New York.
-
(1971)
Statistics, and Decisions For Civil Engineers
-
-
Benjamin, J.1
Cornell, C.A.2
-
9
-
-
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 G. M. Atkinson (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, no. 1, 99-138.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 99-138
-
-
Boore, D.M.1
Atkinson, G.M.2
-
10
-
-
0033997064
-
Modelling non-linear ground response of non-liquefiable soils, Earthquake Eng
-
Borja, R. I., C.-H. Lin, K. M. Sama, and G. M. Masada (2000). Modelling non-linear ground response of non-liquefiable soils, Earthquake Eng. Struct. Dyn. 29, 63-83.
-
(2000)
Struct. Dyn
, vol.29
, pp. 63-83
-
-
Borja, R.I.1
Lin, C.-H.2
Sama, K.M.3
Masada, G.M.4
-
11
-
-
0344324997
-
Development of a New Family of Normalized Modulus Reduction and Material Damping Curves
-
Architectural and Environmental Engineering, The University of Texas, Austin, Texas
-
Darendeli, M. B. (2001). Development of a New Family of Normalized Modulus Reduction and Material Damping Curves, Department of Civil, Architectural and Environmental Engineering, The University of Texas, Austin, Texas.
-
(2001)
Department of Civil
-
-
Darendeli, M.B.1
-
12
-
-
0038106419
-
Stochastic finite element analysis for multiphase flow in heterogeneous porous media
-
P. D. Spanos (Editors), Balkema, Rotterdam
-
Dham, S., and R. Ghanem (1995). Stochastic finite element analysis for multiphase flow in heterogeneous porous media, in Computational Stochastic Mechanics, P. D. Spanos (Editors), Balkema, Rotterdam, 429-434.
-
(1995)
Computational Stochastic Mechanics
, pp. 429-434
-
-
Dham, S.1
Ghanem, R.2
-
13
-
-
0003934372
-
Guidelines for determining design basis ground motions
-
EPRI, Palo Alto, California
-
EPRI (1993). Guidelines for determining design basis ground motions, Electric Power Research Institute, Palo Alto, California.
-
(1993)
Electric Power Research Institute
-
-
-
14
-
-
0004072140
-
Simulation and Analysis of Random Fields
-
Princeton, New Jersey
-
Fenton, G. A. (1990). Simulation and Analysis of Random Fields, Princeton University, Princeton, New Jersey.
-
(1990)
Princeton University
-
-
Fenton, G.A.1
-
15
-
-
0030404984
-
Stochastics of free surface flow through stochastic earth dam
-
Fenton, G. A., and D. V. Griffiths (1996). Stochastics of free surface flow through stochastic earth dam, J. Geotech. Eng. 122, no. 6, 427-436.
-
(1996)
J. Geotech. Eng
, vol.122
, Issue.6
, pp. 427-436
-
-
Fenton, G.A.1
Griffiths, D.V.2
-
16
-
-
0005272324
-
Bearing capacity of spatially random c φ soils, Proc. of the 10th International Conf
-
Tucson, Arizona, 7-12 January 2001, (IACMAG 01)
-
Fenton, G. A., and D. V. Griffiths (2001). Bearing capacity of spatially random c φ soils, Proc. of the 10th International Conf. Computer Methods and Advances in Geomechanics (IACMAG 01), Tucson, Arizona, 7-12 January 2001, 1411-1415.
-
(2001)
Computer Methods and Advances In Geomechanics
, pp. 1411-1415
-
-
Fenton, G.A.1
Griffiths, D.V.2
-
17
-
-
0027873833
-
Monte-Carlo simulation of the theoretical site response variability at Arkey Flat, California, given the uncertainty in the geotechnically derived input parameters
-
Field, E. H., and K. H. Jacob (1993). Monte-Carlo simulation of the theoretical site response variability at Arkey Flat, California, given the uncertainty in the geotechnically derived input parameters,c Earthquake Spectra 9, no. 4, 669-701.
-
(1993)
Earthquake Spectra
, vol.9
, Issue.4
, pp. 669-701
-
-
Field, E.H.1
Jacob, K.H.2
-
18
-
-
0027789250
-
Seepage beneath water retaining structures founded on spatially random soil
-
Griffiths, D. V., and G. A. Fenton (1993). Seepage beneath water retaining structures founded on spatially random soil, Geotechnique 43, no. 4, 577-587.
-
(1993)
Geotechnique
, vol.43
, Issue.4
, pp. 577-587
-
-
Griffiths, D.V.1
Fenton, G.A.2
-
20
-
-
0026203918
-
Parametric study of site response analysis, Soil Dyn
-
Hwang, H. H. M., and C. S. Lee (1991). Parametric study of site response analysis, Soil Dyn. Earthquake Eng. 10, no. 6, 282-290.
-
(1991)
Earthquake Eng
, vol.10
, Issue.6
, pp. 282-290
-
-
Hwang, H.H.M.1
Lee, C.S.2
-
21
-
-
0003466715
-
User's Manual for Shake91
-
Department of Civil Engineering, University of California, Davis
-
Idriss, I. M., and J. I. Sun (1992). User's Manual for Shake91, Center for Geotechnical Modeling, Department of Civil Engineering, University of California, Davis.
-
(1992)
Center For Geotechnical Modeling
-
-
Idriss, I.M.1
Sun, J.I.2
-
24
-
-
40549145574
-
Nonlinear ground-response analysis of Turkey Flat shallow stiff-soil site to strong ground motion
-
Kwok, A. O. L., J. P. Stewart, and Y. M. A. Hashash (2008). Nonlinear ground-response analysis of Turkey Flat shallow stiff-soil site to strong ground motion, Bull. Seismol. Soc. Am. 98, no. 1, 331-343.
-
(2008)
Bull. Seismol. Soc. Am
, vol.98
, Issue.1
, pp. 331-343
-
-
Kwok, A.O.L.1
Stewart, J.P.2
Hashash, Y.M.A.3
-
25
-
-
33846093817
-
Prediction of broadband ground-motion time histories: Hybrid low/high-frequency method with correlated random source parameters
-
Liu, P., R. J. Archuleta, and S. H. Hartzell (2006). Prediction of broadband ground-motion time histories: Hybrid low/high-frequency method with correlated random source parameters, Bull. Seismol. Soc. Am. 96,2118-2130.
-
(2006)
Bull. Seismol. Soc. Am
, vol.96
, pp. 2118-2130
-
-
Liu, P.1
Archuleta, R.J.2
Hartzell, S.H.3
-
26
-
-
77952631877
-
Seismic response of soil deposits composed of fully-saturated clay and sand layers
-
Balkema, Rotterdam
-
Matasovic, N., and V. Mladen (1995). Seismic response of soil deposits composed of fully-saturated clay and sand layers, in Earthquake Geotechnical Engineering, Balkema, Rotterdam.
-
(1995)
Earthquake Geotechnical Engineering
-
-
Matasovic, N.1
Mladen, V.2
-
27
-
-
12244267097
-
On description of hysteretic behavior of materials
-
Muravskii, G. (2005). On description of hysteretic behavior of materials, Int. J. Solids Struct. 42, 2625-2644.
-
(2005)
Int. J. Solids Struct
, vol.42
, pp. 2625-2644
-
-
Muravskii, G.1
-
28
-
-
0038106422
-
Spatial variability of soil properties-effects on foundation design
-
Montreal, Quebec
-
Nobahar, A., and R. Popescu (2000). Spatial variability of soil properties-effects on foundation design, Proc. of the 53rd Canadian Geotechnical Conference, Montreal, Quebec, 1139-1144.
-
(2000)
Proc. of The 53rd Canadian Geotechnical Conference
, pp. 1139-1144
-
-
Nobahar, A.1
Popescu, R.2
-
29
-
-
0037523445
-
Finite element model for the probabilistic seismic response of heterogeneous soil profile, Soil Dyn
-
Nour, A., A. Slimani, N. Laouami, and H. Afra (2003). Finite element model for the probabilistic seismic response of heterogeneous soil profile, Soil Dyn. Earthquake Eng. 23, 331-348.
-
(2003)
Earthquake Eng
, vol.23
, pp. 331-348
-
-
Nour, A.1
Slimani, A.2
Laouami, N.3
Afra, H.4
-
31
-
-
0030407656
-
Finite element modeling of settlements on spatially random soil
-
Paice, G. M., D. V. Griffiths, and G. A. Fenton (1996). Finite element modeling of settlements on spatially random soil, J. Geotech. Eng. 122, no. 9, 777-779.
-
(1996)
J. Geotech. Eng
, vol.122
, Issue.9
, pp. 777-779
-
-
Paice, G.M.1
Griffiths, D.V.2
Fenton, G.A.3
-
32
-
-
0033237193
-
Characterization of geotechnical variability
-
Phoon, K.-K., and F. H. Kulhawy (1999). Characterization of geotechnical variability, Can. Geotech. J. 36, 612-624.
-
(1999)
Can. Geotech. J
, vol.36
, pp. 612-624
-
-
Phoon, K.-K.1
Kulhawy, F.H.2
-
33
-
-
77952648356
-
Stochastic Variability of Soil Properties: Data Analysis
-
Princeton University, Princeton, New Jersey
-
Popescu, R. (1995). Stochastic Variability of Soil Properties: Data Analysis, Digital Simulation, Effects on System Behavior, Princeton University, Princeton, New Jersey.
-
(1995)
Digital Simulation, Effects On System Behavior
-
-
Popescu, R.1
-
34
-
-
0008346648
-
Numerical simulations of soil liquefaction using stochastic input parameters
-
St. Louis, Missouri, 2-7 April
-
Popescu, R., J. H. Prevost, and E. H. Vanmarcke (1995). Numerical simulations of soil liquefaction using stochastic input parameters, Proc. of the 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri, 2-7 April 1995.
-
(1995)
Proc. of The 3rd International Conference On Recent Advances In Geotechnical Earthquake Engineering and Soil Dynamics
, pp. 1995
-
-
Popescu, R.1
Prevost, J.H.2
Vanmarcke, E.H.3
-
35
-
-
0018477876
-
Nonlinear soil model for irregular cyclic loading
-
Pyke, R. (1979). Nonlinear soil model for irregular cyclic loading, J. Geotech. Eng. Div. 105, 715-726.
-
(1979)
J. Geotech. Eng. Div
, vol.105
, pp. 715-726
-
-
Pyke, R.1
-
36
-
-
0033118753
-
Variability of seismic response of soils using stochastic finite element method, Soil Dyn
-
Rahman, M. S., and C. H. Yeh (1999). Variability of seismic response of soils using stochastic finite element method, Soil Dyn. Earthquake Eng. 18, 229-245.
-
(1999)
Earthquake Eng
, vol.18
, pp. 229-245
-
-
Rahman, M.S.1
Yeh, C.H.2
-
37
-
-
77952598892
-
Variability in site-specific seismic ground motion design predictions
-
C. D. Shakelford and P. P. Nelson (Editors), ASCE Geotech Special Publication No. 58, Proc. of Uncertainty, Madison Wisconsin, 31 July-3 August
-
Roblee, C. J., W. J. Silva, G. R. Toro, and N. A. Abrahamson (1996). Variability in site-specific seismic ground motion design predictions, in Uncertainty in the Geologic Environment: From Theory to Practice, C. D. Shakelford and P. P. Nelson (Editors), ASCE Geotech Special Publication No. 58, Proc. of Uncertainty, Madison Wisconsin, 31 July-3 August 1996.
-
(1996)
Uncertainty In the Geologic Environment: From Theory to Practice
, pp. 1996
-
-
Roblee, C.J.1
Silva, W.J.2
Toro, G.R.3
Abrahamson, N.A.4
-
38
-
-
84868953922
-
Nonlinear seismic ground response analysis: Code usage protocols and verification against vertical array data
-
D. Zeng, M. T. Manzari, and D. R. Hiltunen (Editors), ASCE Geotechnical SpecialPublicationNo.181,Sacramento,California, electronicfile
-
Stewart, J. P., and A. O. Kwok (2008). Nonlinear seismic ground response analysis: Code usage protocols and verification against vertical array data, in Geotechnical Engineering and Soil Dynamics IV, D. Zeng, M. T. Manzari, and D. R. Hiltunen (Editors), ASCE Geotechnical SpecialPublicationNo.181,Sacramento,California, 24pp (electronicfile).
-
(2008)
Geotechnical Engineering and Soil Dynamics IV
, pp. 24
-
-
Stewart, J.P.1
Kwok, A.O.2
-
39
-
-
0008135203
-
Dynamic amplification functions of the surface layer considering the variation of soil parameters
-
Madrid, Spain, 19-24 July
-
Suzuki, S., and K. Asano (1992). Dynamic amplification functions of the surface layer considering the variation of soil parameters, in 10th World Conf. on Earthquake Engineering, Madrid, Spain, 19-24 July 1992.
-
(1992)
10th World Conf. On Earthquake Engineering
, pp. 1992
-
-
Suzuki, S.1
Asano, K.2
-
40
-
-
77952625474
-
Influence of random mechanical parameter on earthquake response analysis of site
-
Madrid, Spain, 19-24 July
-
Tian, L., and L. Jie (1992). Influence of random mechanical parameter on earthquake response analysis of site, 10th World Conf. on Earthquake Engineering, Madrid, Spain, 19-24 July 1992.
-
(1992)
10th World Conf. On Earthquake Engineering
, pp. 1992
-
-
Tian, L.1
Jie, L.2
-
41
-
-
77952653957
-
Probabilistic model of soil-profile variability, in Early Site Permit Demonstration Program: Guidelines for Determining Design Basis Ground Motions
-
J. F. Schneider (Editor), Appendix 6A, Electric Power Research Institute
-
Toro, G. R. (1993). Probabilistic model of soil-profile variability, in Early Site Permit Demonstration Program: Guidelines for Determining Design Basis Ground Motions, J. F. Schneider (Editor), EPRI Project RP3302, Volume II, Appendix 6A, Electric Power Research Institute.
-
(1993)
EPRI Project RP3302
, vol.2
-
-
Toro, G.R.1
-
43
-
-
0037048284
-
Effects of random variations of soil properties on site amplification of seismic ground motions
-
Wang, S., and H. Hao (2002). Effects of random variations of soil properties on site amplification of seismic ground motions, Soil Dyn. Earthquake Eng. 22, 551-564.
-
(2002)
Soil Dyn. Earthquake Eng
, vol.22
, pp. 551-564
-
-
Wang, S.1
Hao, H.2
-
44
-
-
77952588826
-
Stochastic seismic response analysis for soil layers with random dynamic parameters
-
Madrid, Spain, 19-24 July 1992. School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta, Georgia
-
Wu, Z., and G. Han (1992). Stochastic seismic response analysis for soil layers with random dynamic parameters, 10th World Conf. on Earthquake Engineering, Madrid, Spain, 19-24 July 1992. School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta, Georgia.
-
(1992)
10th World Conf. On Earthquake Engineering
-
-
Wu, Z.1
Han, G.2
|