Lars Vabbersgaard Andersen
Lars Vabbersgaard Andersen
Department of Engineering, Aarhus University
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Cited by
Cited by
Reduction of ground vibration by means of barriers or soil improvement along a railway track
L Andersen, SRK Nielsen
Soil Dynamics and Earthquake Engineering 25 (7-10), 701-716, 2005
Coupled boundary and finite element analysis of vibration from railway tunnels—a comparison of two-and three-dimensional models
L Andersen, CJC Jones
Journal of sound and vibration 293 (3-5), 611-625, 2006
Modeling of landslides with the material point method
SM Andersen, L Andersen
Proceedings of the Sixth International Conference on Engineering …, 2008
Cross-wind modal properties of offshore wind turbines identified by full scale testing
M Damgaard, LB Ibsen, LV Andersen, JKF Andersen
Journal of Wind Engineering and Industrial Aerodynamics 116, 94-108, 2013
Natural frequencies of wind turbines on monopile foundations in clayey soils—A probabilistic approach
LV Andersen, MJ Vahdatirad, MT Sichani, JD Sørensen
Computers and Geotechnics 43, 1-11, 2012
An efficient return algorithm for non-associated plasticity with linear yield criteria in principal stress space
J Clausen, L Damkilde, L Andersen
Computers & Structures 85 (23-24), 1795-1807, 2007
Finite element modelling of infinite Euler beams on Kelvin foundations exposed to moving loads in convected co-ordinates
L Andersen, SRK Nielsen, PH Kirkegaard
Journal of Sound and Vibration 241 (4), 587-604, 2001
Efficient return algorithms for associated plasticity with multiple yield planes
J Clausen, L Damkilde, L Andersen
International Journal for Numerical Methods in Engineering 66 (6), 1036-1059, 2006
Effects of soil–structure interaction on real time dynamic response of offshore wind turbines on monopiles
M Damgaard, V Zania, LV Andersen, LB Ibsen
Engineering Structures 75, 388-401, 2014
Assessment of the dynamic behaviour of saturated soil subjected to cyclic loading from offshore monopile wind turbine foundations
M Damgaard, M Bayat, LV Andersen, LB Ibsen
Computers and Geotechnics 61, 116-126, 2014
Impedance of surface footings on layered ground
L Andersen, J Clausen
Computers & structures 86 (1-2), 72-87, 2008
Numerical methods for analysis of structure and ground vibration from moving loads
L Andersen, SRK Nielsen, S Krenk
Computers & structures 85 (1-2), 43-58, 2007
Boundary element analysis of the steady-state response of an elastic half-space to a moving force on its surface
L Andersen, SRK Nielsen
Engineering Analysis with Boundary Elements 27 (1), 23-38, 2003
Analysis of spatial interpolation in the material-point method
S Andersen, L Andersen
Computers & structures 88 (7-8), 506-518, 2010
Numerical modelling of large-diameter steel piles at Horns Rev
AH Augustesen, KT Brødbæk, M Møller, SPH Sørensen, LB Ibsen, ...
Proceedings of the Twelfth International Conference on Civil, Structural and …, 2009
Assessment of lumped-parameter models for rigid footings
L Andersen
Computers & structures 88 (23-24), 1333-1347, 2010
Spatial correlation length of normalized cone data in sand: case study in the north of Denmark
S Firouzianbandpey, DV Griffiths, LB Ibsen, LV Andersen
Canadian Geotechnical Journal 51 (8), 844-857, 2014
Vibrations of a track caused by variation of the foundation stiffness
L Andersen, SRK Nielsen
Probabilistic Engineering Mechanics 18 (2), 171-184, 2003
Dynamic response sensitivity of an offshore wind turbine for varying subsoil conditions
M Damgaard, LV Andersen, LB Ibsen
Ocean engineering 101, 227-234, 2015
Numerical and experimental investigation of stop-bands in finite and infinite periodic one-dimensional structures
PG Domadiya, E Manconi, M Vanali, LV Andersen, A Ricci
Journal of Vibration and Control 22 (4), 920-931, 2016
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