| The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe earthquake G Mylonakis, C Syngros, G Gazetas, T Tazoh Earthquake engineering & structural dynamics 35 (5), 547-575, 2006 | 160 | 2006 |
| Seismic response of piles and pile-supported bridge piers evaluated through case histories KC Syngros City University of New York, 2004 | 67 | 2004 |
| The collapse of the Hanshin expressway (Fukae) Bridge, Kobe 1995: soil-foundation-structure interaction, reconstruction, seismic isolation G Gazetas, I Anastasopoulos, N Gerolymos, G Mylonakis, C Syngros Entwicklungen in der Bodenmechanik, Bodendynamik und Geotechnik: Festschrift …, 2006 | 12 | 2006 |
| From supertall to megatall: Analysis and design of the Kingdom Tower piled raft G Leventis, A Poeppel, K Syngros Proceedings of the CTBUH 2015 International Conference, New York, NY, USA, 26-30, 2015 | 9 | 2015 |
| Soil-foundation-superstructure interaction for the tallest tower in the world: The Kingdom Tower AR Poeppel, S Konstantinos ASCE 27th Central PA Geotechnical Conference, Hershey, PA, 2014 | 4 | 2014 |
| Role of soil inhomogeneity in pile radiation damping for SSI applications G Mylonakis, C Syngros Proceedings of the 12th international conference of IACMAG, 2008 | 3 | 2008 |
| Chacao Channel Bridge–the Design Challenges K Syngros, R Dobry, GE Leventis Missouri University of Science and Technology, 2008 | 3 | 2008 |
| Elastodynamic fe analysis of pile response for combined horizontal and vertical soil heterogeneity G Mylonakis, C Syngros Proceedings of GRACM 05, 479, 2005 | 3 | 2005 |
| The Collapse of Fukae (Hanshin Expressway) Bridge, Kobe, 1995: The Role of Soil and Soil-Structure Interaction G Mylonakis, C Syngros University of Missouri--Rolla, 2004 | 3 | 2004 |
| The collapse of fukae (Hanshin expressway) bridge, Kobe 1995: Contribution of soil-structure interaction, reconstruction and isolation C Syngros, I Anastasopoulos, G Mylonakis, G Gazetas 2003 fib Symposium on Concrete Structures in Seismic Regions, 2003 | 2 | 2003 |
| Estimating skin friction of large diameter drilled shafts in weak rock K Syngros, M Khoury, A Poeppel, R Frizzi, K Fahoum, G Leventis Proceedings of the 15th European Conference on Soil Mechanics and …, 2011 | 1 | 2011 |
| Geotechnical effects in the collapse of fukae (hanshin expressway) bridge, KOBE, 1995 C Syngros, G Mylonakis, G Gazetas Geotechnical Engineering for Transportation Projects, 1691-1700, 2004 | 1 | 2004 |
| Probabilistic Seismic Hazard Analyses in Low Seismicity Regions: A Case History in the Arabian Peninsula K Syngros, R Golesorkhi Geotechnical Earthquake Engineering and Soil Dynamics V, 146-153, 2018 | | 2018 |
| West Side Extraordinary JM Green, S Leventhal, GE Leventis, AR Poeppel, K Syngros, RL Reid Civil Engineering Magazine Archive 88 (2), 52-73, 2018 | | 2018 |
| Because of the unique shape of the building, the engineering team needed to develop an understanding of the sheet flow of stormwater from the sloping facade JM Green, S Leventhal, GE Leventis, AR Poeppel, K Syngros CIVIL ENGINEERING 88 (2), 57-57, 2018 | | 2018 |
| Seismic response of Ohba bridge, Fujisawa, Japan: Theory vs. field measurements G Mylonakis, C Syngros Structures Congress 2005: Metropolis and Beyond, 1-12, 2005 | | 2005 |
| Response spectrum of incompatible acceleration, velocity and displacement histories by Praveen K. Malhotra, Earthquake Engng Struct. Dyn. 2001; 30(2):279–286 G Mylonakis, C Syngros Earthquake engineering & structural dynamics 31 (4), 1025-1031, 2002 | | 2002 |
| A Review of the Evolution of Seismic Design Parameters and Seismic Hazard Studies for New Buildings in NYC: 2000 to 2020 K Syngros, L Yang | | |
