Site response analysis using a non-linear hysteretic model

Soil Dynamics and Earthquake Engineering

Volumn 17, Issue 4, 1998, Pages 227-238

  Muravskii, Grigori ^a   Frydman, Sam ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Earthquake engineering; Hysteretic damping; Non linear analysis; Propagation analysis; Viscous models

Indexed keywords

DAMPING; ELASTIC MODULI; EQUATIONS OF MOTION; HYSTERESIS; MATHEMATICAL MODELS; NONLINEAR EQUATIONS; SHEAR DEFORMATION; SOIL MECHANICS; STIFFNESS; STRAIN; VIBRATIONS (MECHANICAL);

EARTHQUAKE ENGINEERING; EARTHQUAKE LOADING; SEISMIC RESPONSE;

EARTHQUAKE EFFECTS;

EARTHQUAKE ENGINEERING; HYSTERETIC MODEL; SOIL DYNAMICS;

EID: 0032103729     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(98)00002-5     Document Type: Article

References (15)

1. Wilson, S. D. and Dietrich, D. J., Effect of consolidation pressure on elastic and strength properties of clay. In Proceedings, Research Conference on Shear Strength of Cohesive Soils. ASCE, 1960, pp. 419-435.
2. Hardin, K. G. and Richart, F. E. Jr. Elastic wave velocities in granular soils. J. Soil Mech. Found. Div., ASCE, 1963, 89, 33-65.
3. Hardin, B. O. and Black, W. L. Vibration modulus of normally consolidated clay. J. Soil Mech. Found. Div., ASCE, 1968, 95, 1531-1537.
4. Hardin, B. O. and Drnevich, V. P. Shear modulus and damping in soils: measurement and parameter effects. J. Soil Mech. Found. Div., ASCE, 1972, 98, 603-624.
5. Hardin, B. O. and Drnevich, V. P. Shear modulus and damping in soils: design equations and curves. J. Soil Mech. Found. Div., ASCE, 1972, 98, 667-692.
6. Seed, H. B. and Idriss, I. M., Soil moduli and damping factors for dynamic analysis. Report No.EERC 70-10, University of California, Berkley, 1970.
7. Seed, H. D., Wong, R. T., Idriss, I. M. and Tokimatsu, K. Moduli and damping factors for dynamic analysis of cohesionless soils. J. Geotech. Eng. Div., ASCE, 1986, 112, 1016-1032.
8. Ishihara, K., Evolution of soil properties for use in earthquake response analysis. In Proceedings, International Symposium of Numerical Models in Geomechanics, Zurich, 1982, pp. 237-259.
9. Joyner, W. B. and Chen, T. F. Calculation of nonlinear ground response in earthquakes. Bull. Seismol. Soc. Am., 1975, 65, 1315-1336.
10. Puzrin, A., Frydman, S. and Talesnick, M. Normalized non-degrading behaviour of soft clay under cyclic simple shear loading. J. Geotech. Eng., ASCE, 1995, 121, 836-843.
11. Schnabel, P.B., Lysmer, J. and Seed, H.B., SHAKE - A computer program for earthquake response analysis of horizontal layered sites. Report EERC 72-12, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 1972.
12. Muravskii, G., Frequency independent model for damping. In Proceedings, 25th Israel Conference of Mechanical Engineering, Haifa, 1994, pp. 230-232.
13. Muravskii, G. and Frydman, S., A nonlinear hysteretic model for site response analysis in horizontal profiles. In Proceedings, 3rd Turkish National Conference on Earthquake Engineering, Istanbul, 1993, pp. 672-681.
14. Clough, R. W. and Penzien, J., Dynamics of Structures. McGraw-Hill Book Company, New York, 1975.
15. Sun, J. I., Golesorkhi, R. and Seed, H. B., Dynamic moduli and damping ratios for cohesive soils. Report UCB/EERC 88/15, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 1988.