Nonlinear seismic ground response analysis: Code usage protocols and verification against vertical array data

Geotechnical Special Publication

Volumn , Issue 181, 2008, Pages

  Stewart, Jonathan P ^a   Kwok, Annie O L ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b Praad Geotechnical Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC SHEAR STRENGTH; EQUIVALENT-LINEAR; GROUND SURFACES; HIGH FREQUENCY; HYSTERETIC DAMPING; INPUT MOTIONS; LABORATORY TEST; LARGE STRAINS; LOCAL RESONANCE; MATCHING FREQUENCY; MODEL PARAMETERIZATION; NONLINEAR CODES; NONLINEAR MODELING; OPTIMAL FITTING; PARAMETER SELECTION; PARAMETERIZED; RAYLEIGH DAMPING; SEISMIC GROUND; SITE AMPLIFICATION; SMALL STRAINS; SOIL BEHAVIORS; SOIL RESPONSE; STRAIN RESPONSE; TARGET LEVELS;

AMPLIFICATION; CIVIL ENGINEERING; CURVE FITTING; DAMPING; DYNAMIC RESPONSE; DYNAMICS; EARTHQUAKES; ENGINEERING GEOLOGY; GEOTECHNICAL ENGINEERING; RAILROAD TRACKS; SHEAR STRENGTH; SOIL STRUCTURE INTERACTIONS; SOILS; STRAIN;

GEOLOGIC MODELS;

EID: 84868953922     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40975(318)1     Document Type: Conference Paper

References (33)

1. Assimaki, D. and E. Kausel (2002). "An equivalent linear algorithm with frequency-and pressure-dependent moduli and damping for the seismic analysis of deep sites," Soil Dynamics and Earthquake Engrg., 22(3), 959-965
2. th Int. Conf. on Applications of Statistics and Probability in Civil Engineering (ICASP9), San Francisco, California: Millpress. 8p.
3. th Decennial Geotechnical Earthquake Engineering and Soil Dynamics Conference, ASCE, Sacramento, CA
4. nd Ed., Prentice Hall
5. nd Ed., McGraw-Hill, New York.
6. Darendeli, M. (2001). "Development of a new family of normalized modulus reduction and material damping curves." Ph.D. Dissertation, Dept. of Civil Eng., Univ. of Texas, Austin.
7. Electrical Power Research Institute, EPRI (1993). "Guidelines for determining design basis ground motions," Rpt. No. EPRI TR-102293, Palo Alto, CA.
8. Hardin, B.O. and V.P. Drnevich (1972). "Shear modulus and damping in soils: design equations and curves," J. of the Soil Mechanics and Foundations Div., ASCE, 98 (SM7), 667-692
9. Hashash, Y.M.A. and D. Park (2001). "Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment," Eng. Geology, 62(1-3), 185-206.
10. Kausel, E. and D. Assimaki (2002). "Seismic simulation inelastic soils via frequency-dependent moduli and damping." J. of Engrg. Mech., ASCE, 128(1), 34-47.
11. Kwok, O.A., 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. Seism. Soc. Am., 98 (1), in press.
12. Kwok, O.A., J.P. Stewart, Y.M.A. Hashash, N. Matasovic, R. Pyke, Z. Wang, and Z. Yang (2007). "Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures," J. Geotech. & Geoenvir. Engr., ASCE, 133 (11), 1385-1398.
13. Ladd, C.C. (1991). "Stability evaluation during staged construction: 22nd Terzaghi Lecture." J. Geotech. Engr., ASCE, 117(4), 537-615.
14. Lo Presti, D.C.F., C.G. Lai, and I. Puci (2006). "ONDA: Computer code for nonlinear seismic response analyses of soil deposits." J. of Geotech. and Geoenvir. Eng., ASCE, 132(2), 223-236
15. nd Int. Congress on Applied Mech., Zurich.
16. Matasovic, N. and M. Vucetic (1993). "Cyclic Characterization of Liquefiable Sands," J. of Geotech. Eng., ASCE, 119(11), 1805-1822
17. Melchers, R.E. (1999). Structural Reliability Analysis and Prediction. John Wiley and Sons, Chichester.
18. Park, D. and Y.M.A. Hashash (2004). "Soil damping formulation in nonlinear time domain site response analysis," J. of Earthquake Eng., 8(2), 249-274.
19. Parra, E. (1996). "Numerical modeling of liquefaction and lateral ground deformation including cyclic mobility and dilation response in soil systemsm" PhD Dissertation, Dept. of Civil Engrg., Rensselaer Polytechnic Institute, Troy, NY.
20. Pyke, R.M. (1979). "Nonlinear soil models for irregular cyclic loadings," J. Geotech. Eng., ASCE, 105(GT6), 715-726.
21. Ragheb, A. M. (1994)."Numerical analysis of seismically induced deformations in saturated granular soil strata," PhD Dissertation, Dept. of Civil Eng., Rensselaer Polytechnic Institute, Troy, NY.
22. Seed, H.B. and I.M. Idriss (1970). "Soil moduli and damping factors for dynamic response analyses," Report EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley.
23. Sheahan, T.C., C.C. Ladd, and J.T. Germaine (1996). "Rate-dependent undrained shear behavior of saturated clay." Journal of Geotechnical Engineering, ASCE, 122(2), 99-108
24. Stewart, J.P., A.O.L. Kwok, Y.M.A. Hashash, N. Matasovic, R. Pyke, Z. Wang, Z. Yang (2007) "Benchmarking of nonlinear grotechnical ground response analysis procedures." Rpt. No. PEER-2007/XX, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley (in press).
25. Sun, J.I., R. Golesorkhi, and H.B. Seed (1988). "Dynamic moduli and damping ratios for cohesive soils," Rpt. No. UCB/EERC-88/15, Earthquake Engineering Research Center, Univ. of California, Berkeley.
26. Toro, G. R. (1997). ''Probabilistic models of shear-wave velocity profiles at the Savannah River site, South Carolina." Rep. to Pacific Engineering and Analysis, El Cerrito, Calif.
27. Vucetic, M. (1990). "Normalized behavior of clay under irregular cyclic loading." Canadian Geotech. J., 27, 29-46.
28. Vucetic, M. and R. Dobry (1991). "Effect of soil plasticity on cyclic response," J. Geotech. Engrg., ASCE, 117(1), 89-107.
29. Wang, Z.L. (1990). "Bounding surface hypoplasticity model for granular soils and its applications." PhD. Dissertation, Univ. of Calif., Davis
30. Wang, Z.L., Q.Y. Han, and G.S. Zhou (1980). "Wave propagation method of site seismic response by visco-elastoplastic model," Proc. of Seventh World Conf.e on Earthquake Eng., V2, 379-386
31. Weiler, W.A. (1988). "Small strain shear modulus of clay," Proc. of ASCE Conference on Earthquake Engineering and Soil Dynamics II: Recent Advances in Ground Motion Evaluation, Geotechnical Special Publication 20, ASCE, New York, 331-345.
32. Yang, Z. (2000). "Numerical modeling of earthquake site response including dilation and liquefaction," PhD Dissertation, Dept. of Civil Eng. and Eng. Mech., Columbia University, NY, New York
33. Youngs, R.R. (2004). Software validation report for SHAKE04, Geomatrix Consultants Zhang, J., R.D. Andrus and C.H. Juang (2005) "Normalized shear modulus and material damping ratio relationships," J. Geotech. and Geoenvir. Eng., ASCE, 131(4), 453-464.