Dimitris L. Karabalis
Dimitris L. Karabalis
Professor, Department of Civil Engineering, University of Patras
Verified email at upatras.gr
Title
Cited by
Cited by
Year
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
2902002
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
2261984
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
1381985
Static, dynamic and stability analysis of structures composed of tapered beams
DL Karabalis, DE Beskos
Computers & Structures 16 (6), 731-748, 1983
1201983
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
1161998
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
871986
3-D dynamic foundation-soil-foundation interaction on layered soil
DL Karabalis, M Mohammadi
Soil Dynamics and Earthquake Engineering 17 (3), 139-152, 1998
751998
Dynamic 3‐D soil–railway track interaction by BEM–FEM
M Mohammadi, DL Karabalis
Earthquake engineering & structural dynamics 24 (9), 1177-1193, 1995
671995
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
502014
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
471988
An advanced direct time domain BEM formulation for general 3-D elastodynamic problems
DC Rizos, DL Karabalis
Computational Mechanics 15 (3), 249-269, 1994
451994
Efficient computation of buckling loads for plane steel frames with tapered members
N Bazeos, DL Karabalis
Engineering Structures 28 (5), 771-775, 2006
412006
Inclusion of P– 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
372007
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
331998
Dynamic characteristics of structures on piles and footings
A Maravas, G Mylonakis, DL Karabalis
4th International conference on earthquake geotechnical engineering, 25-28, 2007
322007
Dynamic soil-structure interaction
DL Karabalis, DE Beskos
Boundary element methods in mechanics 3, 499-562, 1987
321987
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
282000
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
242004
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
221990
Foundation-soil-foundation dynamics using a 3-D frequency domain BEM
DL Karabalis, M Mohammadi
Boundary elements XIII, 447-456, 1991
201991
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