| 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 | 299 | 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 | 272 | 2006 |
| Modelling of landslides with the material-point method S Andersen, L Andersen Computational Geosciences 14, 137-147, 2010 | 268 | 2010 |
| 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 | 199 | 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 | 179 | 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 | 132 | 2007 |
| 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 | 123 | 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 | 120 | 2014 |
| 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 | 119 | 2006 |
| 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 | 119 | 2001 |
| Impedance of surface footings on layered ground L Andersen, J Clausen Computers & structures 86 (1-2), 72-87, 2008 | 91 | 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 | 83 | 2007 |
| Analysis of spatial interpolation in the material-point method S Andersen, L Andersen Computers & structures 88 (7-8), 506-518, 2010 | 81 | 2010 |
| 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 | 76 | 2003 |
| 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 | 75 | 2009 |
| Assessment of lumped-parameter models for rigid footings L Andersen Computers & structures 88 (23-24), 1333-1347, 2010 | 67 | 2010 |
| Dynamic response sensitivity of an offshore wind turbine for varying subsoil conditions M Damgaard, LV Andersen, LB Ibsen Ocean engineering 101, 227-234, 2015 | 66 | 2015 |
| 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 | 62 | 2014 |
| A probabilistic analysis of the dynamic response of monopile foundations: Soil variability and its consequences M Damgaard, LV Andersen, LB Ibsen, HS Toft, JD Sørensen Probabilistic Engineering Mechanics 41, 46-59, 2015 | 57 | 2015 |
| Vibrations of a track caused by variation of the foundation stiffness L Andersen, SRK Nielsen Probabilistic Engineering Mechanics 18 (2), 171-184, 2003 | 57 | 2003 |
Johan ClausenDepartment of Civil and Architectural Engineering, Aarhus University在 cae.au.dk 的电子邮件经过验证
