Nonlinear shear mass participation factor (rd) for cyclic shear stress ratio evaluation

Soil Dynamics and Earthquake Engineering

Volumn 24, Issue 2, 2004, Pages 103-113

  Cetin, K Onder ^a   Seed, Raymond B ^b  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b Berkeley   (United States)

Author keywords

Cyclic shear stress ratio; Dynamic response analysis; Nonlinear shear mass; Soil liquefaction

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKES; LIQUEFACTION; SEISMOLOGY; SOILS; STIFFNESS;

BAYESIAN UPDATING METHOD; CYCLIC SHEAR STRESS RATIO (CSR);

SHEAR STRESS;

CYCLIC LOADING; DYNAMIC RESPONSE; LIQUEFACTION; RESPONSE ANALYSIS; SHEAR STRESS; SITE EFFECT;

EID: 1142268891     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2003.10.008     Document Type: Article

References (10)

1. Cetin KO. Reliability-based assessment of seismic soil liquefaction initiation hazard. Dissertation submitted in partial fulfillment of the requirement for the degree of Doctor of Philosophy. Department of Civil and Environmental Engineering, University of California at Berkeley; 2000.
2. d) Geotechnical Engineering Research Report No. UCB/GT-00/02 2000
3. Golesorkhi R. Factors influencing the computational determination of earthquake-induced shear stresses in sandy soils. Dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy. University of California at Berkeley; 1989.
4. Idriss IM, Sun JI. Users manual for shake91, a computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits, program modified based on the original shake program published in December 1972, by Schnabel, Lysmer and Seed, August 1992.
5. Idriss IM, Golesorkhi R., Personal communication. 1997.
6. Imai T, Tonouchi K, Kanemori T. The simple evaluation method of shear stress generated by earthquakes in soil ground. Bureau of Practical Geological Investigation, Report No. 3; 1981, p. 39-58.
7. Ishihara K. Simple method of analysis for liquefaction of sand deposits during earthquakes Soils and Foundations 17 3 1977 1-17
8. Iwasaki T. Soil liquefaction studies in Japan: state-of-the-art Soil Dyn Earthquake Engng 1 1986 1-68
9. Seed H.B. Idriss I.M. Simplified procedure for evaluating soil liquefaction potential J Soil Mech Found Div, ASCE 97 SM9 1971 1-15
10. Seed R.B. Cetin K.O. Der Kiureghian A. Tokimatsu K. Harder L.F. Kayen R. SPT-based probabilistic and deterministic evaluation of seismic soil liquefaction potential ASCE, J Geotech Geoenviron Engng 2003