Steven L. Kramer
- Nonlinear, Effective-Stress Ground Motion Response Analyses following AASHTO Specifications for Load and Resistance Factor Design Seismic Bridge Design. In: Transportation Research Record: Journal of the Transportation Research Board, v. 2251, n. 1 (Januar 2011). (2011):
- Improved computational methods for probabilistic liquefaction hazard analysis. In: Soil Dynamics and Earthquake Engineering, v. 176 (Januar 2024). (2024):
- Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 11 (Juni 2023). (2023):
- Modified Newmark Model for Seismic Displacements of Compliant Slopes. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 123, n. 7 (Juli 1997). (1997):
- Ground Motion Intensity Measures for Liquefaction Hazard Evaluation. In: Earthquake Spectra, v. 22, n. 2 (Mai 2006). (2006):
- Identification of time of liquefaction triggering. In: Soil Dynamics and Earthquake Engineering, v. 128 (Januar 2020). (2020):
- Analysis of Membrane Penetration in Triaxial Test. In: Journal of Engineering Mechanics (ASCE), v. 116, n. 4 (April 1990). (1990):
- Applicability of sliding block analyses for lateral spreading problems. In: Soil Dynamics and Earthquake Engineering, v. 124 (September 2019). (2019):
- US–Taiwan workshop on soil liquefaction: overview and research needs. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 9-10 (Oktober 2004). (2004):
- Performance-based design methodologies for geotechnical earthquake engineering. In: Bulletin of Earthquake Engineering, v. 12, n. 3 (Oktober 2013). (2013):