Prediction of nonlinear soil effects
暂无分享,去创建一个
[1] S. Kramer. Geotechnical Earthquake Engineering , 1996 .
[2] Daniel Lavallée,et al. Nonlinear site response; laboratory modeling as a constraint for modeling accelerograms , 1998 .
[3] Y. Fukushima,et al. Characteristics of Observed Peak Amplitude for Strong Ground Motion from the 1995 Hyogoken Nanbu (Kobe) Earthquake , 2000 .
[4] Raj V. Siddharthan,et al. On the characteristics of nonlinear soil response , 1993 .
[5] David M. Boore,et al. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake; a revision of OFR 96-740 , 1999 .
[6] Masata Sugito,et al. FREQUENCY DEPENDENT EQUI-LINEARIZED TECHNIQUE FOR SEISMIC RESPONSE ANALYSIS OF MULTI-LAYERED GROUND , 1994 .
[7] Wilfred D. Iwan,et al. On a Class of Models for the Yielding Behavior of Continuous and Composite Systems , 1967 .
[8] Susumu Iai,et al. Strain Space Plasticity Model for Cyclic Mobility , 1992 .
[9] Mihailo D. Trifunac,et al. Nonlinear Soil Response— 1994 Northridge, California, Earthquake , 1996 .
[10] G. R. Martin,et al. COMPARISON OF DYNAMIC ANALYSES FOR SATURATED SANDS , 1978 .
[11] Mladen Vucetic,et al. Normalized behavior of clay under irregular cyclic loading , 1990 .
[12] A. Frankel,et al. Correlation of 1- to 10-Hz Earthquake Resonances with Surface Measurements of S-wave Reflections and Refractions in the Upper 50 m , 2000 .
[13] Youssef M A Hashash,et al. Viscous damping formulation and high frequency motion propagation in non-linear site response analysis , 2002 .
[14] D. Perkins,et al. National Seismic-Hazard Maps: Documentation June 1996 , 1996 .
[15] C. B. Crouse,et al. Site Response Studies for Purpose of Revising NEHRP Seismic Provisions , 1996 .
[16] Kojiro Irikura,et al. Nonlinearity, liquefaction, and velocity variation of soft soil layers in Port Island, Kobe, during the Hyogo-ken Nanbu earthquake , 1997, Bulletin of the Seismological Society of America.
[17] Paul A. Johnson,et al. Nonlinear sediment response during the 1994 Northridge earthquake: Observations and finite source simulations , 1998 .
[18] J. C. Jaeger,et al. FUNDAMENTALS OF ROCK MECHANICS. THIRD EDITION , 1979 .
[19] N. Abrahamson,et al. Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .
[20] Arthur Frankel,et al. Simulation of Broadband Ground Motion Including Nonlinear Soil Effects for a Magnitude 6.5 Earthquake on the Seattle Fault, Seattle, Washington , 2001 .
[21] P. B. Schnabel. SHAKE-A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites , 1970 .
[22] K. Ishihara,et al. Soil Behaviour In Earthquake Geotechnics , 1996 .
[23] Toshimi Satoh,et al. Nonlinear behavior of soil sediments identified by using borehole records observed at the Ashigra Valley, Japan , 1995 .
[24] William T. Holmes,et al. The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures , 2000 .
[25] Paul G. Richards,et al. Quantitative Seismology: Theory and Methods , 1980 .
[26] W. B. Joyner,et al. Calculation of nonlinear ground response in earthquakes , 1975 .
[27] Eduardo Kausel,et al. Seismic simulation of inelastic soils via frequency-dependent moduli and damping , 2002 .
[28] R. Pyke,et al. NONLINEAR SOIL MODELS FOR IRREGULAR CYCLIC LOADINGS , 1979 .
[29] G. Masing,et al. Eigenspannungen und Verfestigung beim Messing , 1926 .
[30] David Carver,et al. Nonlinear and Linear Site Response and Basin Effects in Seattle for the M 6.8 Nisqually, Washington, Earthquake , 2002 .
[31] W. B. Joyner,et al. The Amplitude Dependence of High-Frequency Spectral Decay: Constraint on Soil Non-Linearity , 1996 .
[32] R. Dobry,et al. Effect of Soil Plasticity on Cyclic Response , 1991 .
[33] Stephen H. Hartzell,et al. Variability in nonlinear sediment response during the 1994 Northridge, California, earthquake , 1998, Bulletin of the Seismological Society of America.
[34] E. Field,et al. Nonlinear ground-motion amplification by sediments during the 1994 Northridge earthquake , 1997, Nature.
[35] Raj V. Siddharthan,et al. Expected Signature of Nonlinearity on Regression for Strong Ground-Motion Parameters , 2000 .
[36] F. E. Richart,et al. Soil motion computations by characteristics method : 12F, 16R. J. GEOTECH. ENGNG. DIV. V100, N. GT3, MAR. 1974, P247–263 , 1974 .
[37] F. E. Richart,et al. Soil Motion Computations by Characteristics Method , 1974 .
[38] Yuehua Zeng,et al. Study of weak and strong ground motion including nonlinearity from the Northridge, California, earthquake sequence , 1998, Bulletin of the Seismological Society of America.
[39] J. C. Jaeger,et al. Fundamentals of rock mechanics , 1969 .
[40] E. Field,et al. Magnitude of nonlinear sediment response in Los Angeles basin during the 1994 Northridge, California, earthquake , 1998, Bulletin of the Seismological Society of America.
[41] A. Frankel,et al. Surface Seismic Measurements of Near-Surface P- and S-Wave Seismic Velocities at Earthquake Recording Stations, Seattle, Washington , 1999 .
[42] Raj V. Siddharthan,et al. Characteristics of nonlinear response of deep saturated soil deposits , 1997, Bulletin of the Seismological Society of America.
[43] Steven M. Day,et al. Efficient simulation of constant Q using coarse-grained memory variables , 1998, Bulletin of the Seismological Society of America.
[44] Mihailo D. Trifunac,et al. Nonlinear soil response as a natural passive isolation mechanism—the 1994 Northridge, California, earthquake , 1998 .
[45] Fred H. Kulhawy,et al. Manual on estimating soil properties for foundation design , 1990 .
[46] I. Towhata,et al. Modelling soil behavior under principal stress axes rotation , 1985 .
[47] Susumu Iai,et al. NONLINEAR SITE RESPONSE AND ITS EVALUATION AND PREDICTION , 1998 .
[48] V. Drnevich,et al. SHEAR MODULUS AND DAMPING IN SOILS: DESIGN EQUATIONS AND CURVES , 1972 .