| Static, seismic and stability analyses of a prototype wind turbine steel tower N Bazeos, GD Hatzigeorgiou, ID Hondros, H Karamaneas, DL Karabalis, ... Engineering structures 24 (8), 1015-1025, 2002 | 431 | 2002 |
| Dynamic response of 3‐D rigid surface foundations by time domain boundary element method DL Karabalis, DE Beskos Earthquake engineering & structural dynamics 12 (1), 73-93, 1984 | 287 | 1984 |
| Discrete model for dynamic through‐the‐soil coupling of 3‐D foundations and structures JS Mulliken, DL Karabalis Earthquake Engineering & Structural Dynamics 27 (7), 687-710, 1998 | 184 | 1998 |
| Dynamic response of 3-D flexible foundations by time domain BEM and FEM DL Karabalis, DE Beskos International Journal of Soil Dynamics and Earthquake Engineering 4 (2), 91-101, 1985 | 158 | 1985 |
| Static, dynamic and stability analysis of structures composed of tapered beams DL Karabalis, DE Beskos Computers & Structures 16 (6), 731-748, 1983 | 158 | 1983 |
| Dynamic response of 3-D embedded foundations by the boundary element method DL Karabalis, DE Beskos Computer Methods in Applied Mechanics and Engineering 56 (1), 91-119, 1986 | 111 | 1986 |
| 3-D dynamic foundation-soil-foundation interaction on layered soil DL Karabalis, M Mohammadi Soil Dynamics and Earthquake Engineering 17 (3), 139-152, 1998 | 110 | 1998 |
| Simplified discrete systems for dynamic analysis of structures on footings and piles A Maravas, G Mylonakis, DL Karabalis Soil Dynamics and Earthquake Engineering 61, 29-39, 2014 | 107 | 2014 |
| Dynamic 3‐D soil–railway track interaction by BEM–FEM M Mohammadi, DL Karabalis Earthquake engineering & structural dynamics 24 (9), 1177-1193, 1995 | 79 | 1995 |
| Efficient computation of buckling loads for plane steel frames with tapered members N Bazeos, DL Karabalis Engineering Structures 28 (5), 771-775, 2006 | 60 | 2006 |
| Dynamic analysis of 3‐D flexible embedded foundations by a frequency domain BEM‐FEM AP Gaitanaros, DL Karabalis Earthquake engineering & structural dynamics 16 (5), 653-674, 1988 | 57 | 1988 |
| Inclusion of P–Δ effect in displacement‐based seismic design of steel moment resisting frames AV Asimakopoulos, DL Karabalis, DE Beskos Earthquake engineering & structural dynamics 36 (14), 2171-2188, 2007 | 51 | 2007 |
| An advanced direct time domain BEM formulation for general 3-D elastodynamic problems DC Rizos, DL Karabalis Computational Mechanics 15 (3), 249-269, 1994 | 51 | 1994 |
| Dynamic characteristics of structures on piles and footings A Maravas, G Mylonakis, DL Karabalis 4th International conference on earthquake geotechnical engineering, 25-28, 2007 | 44 | 2007 |
| A time domain BEM for 3-D elastodynamic analysis using the B-spline fundamental solutions DC Rizos, DL Karabalis Computational mechanics 22 (1), 108-115, 1998 | 39 | 1998 |
| Simulation of earthquake ground motions by a deterministic approach DL Karabalis, GJ Cokkinides, DC Rizos, JS Mulliken Advances in Engineering Software 31 (5), 329-338, 2000 | 31 | 2000 |
| Dynamic soil–structure interaction DL Karabalis, DE Beskos Boundary element methods in mechanics 3, 499-562, 1987 | 31 | 1987 |
| Non-singular time domain BEM with applications to 3D inertial soil–structure interaction DL Karabalis Soil Dynamics and Earthquake Engineering 24 (3), 281-293, 2004 | 29 | 2004 |
| Foundation-soil-foundation dynamics using a 3-D frequency domain BEM DL Karabalis, M Mohammadi Boundary elements XIII, 447-456, 1991 | 26 | 1991 |
| 3-D soil-structure interaction analysis by BEM: comparison studies and computational aspects M Mohammadi, DL Karabalis Soil Dynamics and Earthquake Engineering 9 (2), 96-108, 1990 | 26 | 1990 |
