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

Soil Dynamics and Earthquake Engineering - Tập 24 - Trang 103-113 - 2004
K.Onder Cetin1, Raymond B. Seed2
1Department of Civil Engineering, Middle East Technical University, Ankara 06531, Turkey
2Department of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, CA 94720, USA

Tài liệu tham khảo

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. Cetin, 2000 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. 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. Idriss IM, Golesorkhi R., Personal communication. 1997. 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. Ishihara, 1977, Simple method of analysis for liquefaction of sand deposits during earthquakes, Soils and Foundations, 17, 1, 10.3208/sandf1972.17.3_1 Iwasaki, 1986, Soil liquefaction studies in Japan: state-of-the-art, Soil Dyn Earthquake Engng, 1, 1 Seed, 1971, Simplified procedure for evaluating soil liquefaction potential, J Soil Mech Found Div, ASCE, 97, 1 Seed, 2003, SPT-based probabilistic and deterministic evaluation of seismic soil liquefaction potential, ASCE, J Geotech Geoenviron Engng