Soil damping formulation in nonlinear time domain site response analysis

Journal of Earthquake Engineering

Volumn 8, Issue 2, 2004, Pages 249-274

  Park, Duhee ^a   Hashash, Youssef M A ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Deep deposits, time domain; Frequency domain, nonlinear, equivalent linear, site response; Viscous damping; Wave propagation

Indexed keywords

DIFFERENTIAL EQUATIONS; ELASTIC MODULI; FREQUENCY DOMAIN ANALYSIS; SETTLING TANKS; TIME DOMAIN ANALYSIS; WAVE PROPAGATION;

DEEP DEPOSITS; EQUIVALENT LINEAR; SITE RESPONSE; VISCOUS DAMPING;

SOILS;

EID: 8644235216     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1142/S1363246904001420     Document Type: Article

References (23)

1. Boore, D. M. [2000] "SMSIM Fortran programs for simulating ground motions from earthquakes: Version 2.0. A revision of OFR 96-80-A," OF 00-509, US Geological Survey.
2. Borja, R. D., Duvernay, B. G. and Lin, C. H. [2002] "Ground response in Lotung: Total stress analyses and parametric studies," J. Geotechnical and Geoenvironmental Engineering 128(1), 54-63.
3. Chopra, A. K. [1995] Dynamics of Structures: Theory and Applications to Earthquake Engineering (Prentice Hall, Englewood Cliffs, New Jersey).
4. Clough, R. W. and Penzien, J. [1993] Dynamics of Structures (McGraw-Hill, New York).
5. EPRI [1993] "Guidelines for determining design basis ground motions," EPRI Tr-102293, Electric Power Research Institute, Palo Alto, CA.
6. Frankel, A. M., Perkins, C., Barnhard, D., Leyendecker, T., Safak, E., Hanson, E., Dickman, S. and Hopper, M. [1996] "National seismic hazard maps: Documentation June 1996," OFR 960532 US Geological Survey.
7. Hashash, Y. M. A. and Park, D. [2001] "Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment," Engineering Geology 62(1-3), 185-206.
8. Hashash, Y. M. A. and Park, D. [2002] "Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis," Soil Dynamics and Earthquake Engineering 22(7), 611-624.
9. Hudson, M., Idriss, I. M., and Beikae, M. [1994] "QUAD4M -A computer program to evaluate the seismic response of soil structures using finite element procedures and incorporating a compliant base," Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, CA.
10. Idriss, I. M., Seed, H. B. [1968] "Seismic response of horizontal soil layers," Soil Mechanics and Foundations 94(4), 1003-1029.
11. Idriss, I. M. [1990] "Response of soft soil sites during earthquakes," Proc. Symposium to Honor H. B. Seed, Berkeley, CA, pp. 273-289.
12. Kramer, S. L. [1996] Geotechnical Earthquake Engineering (Prentice Hall, Upper Saddle River, New Jersey).
13. Laird, J. P. and Stokoe, K. H. [1993] "Dynamic properties of remolded and undisturbed soil samples test at high confining pressure," GR93-6, Electric Power Research Institute.
14. Matasovic, N. [1993] "Seismic response of composite horizontally-layered soil deposits" PhD Thesis, University of California, Los Angeles, California.
15. Newmark, N. M. [1959] "A method of computation for structural dynamics," J. Engineering Mechanics Division 85, 67-94.
16. Ng, K. W., Chang, T. S. and Hwang, H. [1989] "Subsurface conditions of Memphis and Shelby county," Technical Report NCEER-89-0021, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
17. Rathje, E. M. and Bray, J. D. [2001] "One- and two-dimensional seismic analysis of solid-waste landfills," Canadian Geotechnical Journal 38(4), 850-862.
18. Rayleigh, J. W. S. and Lindsay, R. B. [1945] The Theory of Sound (Dover Publications, New York).
19. Roesset, J. M. [1977] "Soil amplification of earthquakes," Numerical Methods in Geotechnical Engineering, C. S. Desai and J. T. Christian (ed.), McGraw-Hill, New York, pp. 649-682.
20. Romero, S. M. and Rix, G. J. [2001] "Ground motion amplification in the Upper Mississippi Embayment," GIT-CEE/GEO-01-1, National Science Foundation Mid America Center, Atlanta.
21. Schnabel, P. B. and Idriss, I. M. [1972] "SHAKE: A computer program for earthquake response analysis for ground-structure interaction in tunnelling," EERC 72-12, University of California at Berkeley, Berkeley, CA.
22. Schnabel, P. B., Lysmer, J. L. and Seed, H. B. [1972] "SHAKE: A computer program for earthquake response analysis of horizontally layered sites," EERC-72/12, Earthquake Engineering Research Center, Berkeley, CA.
23. Shedlock, K. M. and Johnston, A. C. [1994] Investigations of the New Madrid Seismic Zone (US Geological Survey, Washington, DC; Denver, CO).