| Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment G Li, R Motamed Soil Dynamics and Earthquake Engineering 92, 573–584, 2017 | 61 | 2017 |
| Evaluation of One-dimensional Multi-directional Site Response Analyses using Geotechnical Downhole Array Data G Li University of Nevada, Reno, 2017 | 23* | 2017 |
| Numerical analysis of floating protection system for bridge structure subjected to vessel impact W Fan, W Yuan, G Li, M Zhou 2011 International Conference on Electric Technology and Civil Engineering …, 2011 | 6 | 2011 |
| Numerical Modeling of Pile Group Response subjected to Liquefaction-Induced Large Ground Deformations in E-Defense Shake Table Test G Li, R Motamed 6th International Conference on Earthquake Geotechnical Engineering, 1-4, 2015 | 4 | 2015 |
| Seismic Vulnerability Assessment of Long-Span Cable-Stayed Bridges GJ Li, WH Zhang Advanced Materials Research 255, 2612-2617, 2011 | 1 | 2011 |
| Nonlinear Site Response at California Downhole Arrays and Interpretation of Finite Element Simulation Results R Motamed, G Li, S Dickenson Proceedings of SMIP17 Seminar on Utilization of Strong-Motion Data, 15-28, 2017 | | 2017 |
| Evaluation of Nonlinear Soil Response using Geotechnical Downhole Arrays in California SD Ramin Motamed, Gangjin Li | | 2017 |
| Evaluation of One-dimensional Site Response in California Downhole Arrays R Motamed, G Li, S Dickenson SMIP16 Seminar on Utilization of Strong Motion Data, 2016 | | 2016 |
| Experimental and Numerical Evaluation of Lateral Forces on Pile Foundations in Laterally Spreading Ground R Motamed, G Li Transportation Research Board 95th Annual MeetingTransportation Research Board, 2016 | | 2016 |
| Numerical Modeling of Liquefaction and Lateral Spreading using OpenSees Framework GL Ramin Motamed 8th National Congress on Civil Engineering, 2014 | | 2014 |
