R.Y.S. Pak and B.B. Guzina (1999). “Seismic soil-structure interaction analysis by direct boundary element formulations”, Int. J. Solids Struct., 36, 4743-4766.

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R.Y.S. Pak and B.B. Guzina (1999). “Seismic soil-structure interaction analysis by direct boundary element formulations”, Int. J. Solids Struct., 36, 4743-4766.  Article

B.B. Guzina and R.Y.S. Pak (1999). “Static fundamental solutions for a bi-material full-space”, Int. J. Solids Struct., 36, 493-516.

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B.B. Guzina and R.Y.S. Pak (1999). “Static fundamental solutions for a bi-material full-space”, Int. J. Solids Struct., 36, 493-516.  Article

B.B. Guzina and R.Y.S. Pak (1998). “Vertical vibration of a circular footing on a linear-wave-velocity half-space”, Geotechnique, 48, 159-168.

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B.B. Guzina and R.Y.S. Pak (1998). “Vertical vibration of a circular footing on a linear-wave-velocity half-space”, Geotechnique, 48, 159-168.  Article

B.B. Guzina and R.Y.S. Pak (1996). “Elastodynamic Green’s functions for a smoothly heterogeneous half-space”, Int. J. Solids Struct., 33, 1005-1021.

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B.B. Guzina and R.Y.S. Pak (1996). “Elastodynamic Green’s functions for a smoothly heterogeneous half-space”, Int. J. Solids Struct., 33, 1005-1021.  Article

R.Y.S. Pak and B.B. Guzina (1995). “Three-dimensional wave propagation analysis of a smoothly heterogeneous solid”, J. Mech. Phys. Solids , 43, 533-551.

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R.Y.S. Pak and B.B. Guzina (1995). “Three-dimensional wave propagation analysis of a smoothly heterogeneous solid”, J. Mech. Phys. Solids , 43, 533-551.  Article

B.B. Guzina, E. Rizzi, K. Willam and R.Y.S. Pak (1995). “Failure prediction of smeared crack formulations”, J. Eng. Mech., ASCE, 121, 150-161.

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B.B. Guzina, E. Rizzi, K. Willam and R.Y.S. Pak (1995). “Failure prediction of smeared crack formulations”, J. Eng. Mech., ASCE, 121, 150-161.  Article

R.Y.S. Pak and B.B. Guzina (1995). “Dynamic characterization of vertically loaded foundations on granular soils”, J. Geotech. Eng., ASCE, 121, 274-286. PDF

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R.Y.S. Pak and B.B. Guzina (1995). “Dynamic characterization of vertically loaded foundations on granular soils”, J. Geotech. Eng., ASCE, 121, 274-286.  Article