LinkedIn Group

© 2002-2017 Board of Trustees of University of Illinois at Urbana-Champaign and Youssef Hashash

Related Publications

Groholski, D., Hashash, Y., Kim, B., Musgrove, M., Harmon, J., and Stewart, J. (2016). "Simplified Model for Small-Strain Nonlinearity and Strength in 1D Seismic Site Response Analysis". J. Geotech. Geoenviron. Eng. , 10.1061/(ASCE)GT.1943-5606.0001496 , 04016042.

Hashash, Y.M.A., Phillips, C. and Groholski, D. (2010). "Recent advances in non-linear site response analysis", Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Paper no. OSP 4.

Phillips, C. and Hashash, Y.M.A. (2009). "Damping formulation for nonlinear 1D site response analyses". Soil Dynamics and Earthquake Engineering, v. 29 (2009) 1143–1158.

Park, D. and Hashash, Y.M.A. (2004). "Soil damping formulation in nonlinear time domain site response analysis". Journal of Earthquake Engineering", v. 8, (2), 249-274.

Hashash, Y.M.A. and Park D. (2002). "Viscous damping formulation and high-frequency components in deep deposits". Soil Dynamics and Earthquake Engineering", v. 22 (7), 611-624.

Hashash, Y.M.A. and Park D. (2001). "Non-linear one-dimensional wave propagation in the Mississippi Embayment". Engineering Geology, v. 62 (1-3), 185-206.