Publications by Structural Dynamics and Geotechnical Engineering

Are you looking for publications by the Section of Structural Dynamics and Geotechnical Engineering? On this page you can find all the publications made by the Section of Structural Dynamics and Geotechnical Engineering by Department of Civil & Architectural Engineering, Aarhus University.

Below you can find a list of all the publications, their publishing date, their author(s), and title. The list can be sorted by date, author, and title:

List of Publications

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Andersen, L. & Sørensen, C. S. (2004). Ekstra undersøgelse mht. lastvogn på aflæsningsrampe. Aalborg Universitetsforlag. FU

Nørgaard, J. H., Andersen, L. V., Andersen, T. L. & Burcharth, H. F. (2012). Stability of Monolithic Rubble Mound Breakwater Crown Walls Subjected to Impulsive Loading. I ICCE 2012: 33th International Conference on Coastal Engineering American Society of Civil Engineers.

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2015). Assessment of dynamic substructuring of a wind turbine foundation applicable for aeroelastic simulations. Wind Energy, 18(8), 1387–1401. https://doi.org/10.1002/we.1763

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2015). Dynamic response sensitivity of an offshore wind turbine for varying subsoil conditions. Ocean Engineering, 101, 227-234. https://doi.org/10.1016/j.oceaneng.2015.04.039

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2014). The importance of including dynamic soil-structure interaction into wind turbine simulation codes. I M. A. Hicks, R. B. J. Brinkgreve & A. Rohe (red.), Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014 (s. 1111-1116). CRC Press. http://www.numge2014.org/

Damgaard, M., Zania, V., Andersen, L. V. & Ibsen, L. B. (2014). Effects of soil-structure interaction on real time dynamic response of offshore wind turbines on monopiles. Engineering Structures, 75, 388-401. https://doi.org/10.1016/j.engstruct.2014.06.006

Roesen, H. R., Ibsen, L. B. & Andersen, L. V. (2012). Small-Scale Testing Rig for Long-Term Cyclically Loaded Monopiles in Cohesionless Soil. I NGM 2012 Proceedings: Proceedings of the 16th Nordic Geotechnical Meeting (Bind 1, s. 435-442). Dansk Geoteknisk Forening.

Thomassen, K., Ibsen, L. B. & Andersen, L. V. (2012). Case Study of CPT-based Design Methods for Axial Capacity of Driven Piles in Sand. I NGM 2012 Proceedings: Proceedings of the 16th Nordic Geotechnical Meeting (Bind 1, s. 463-470). Dansk Geoteknisk Forening.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2012). Instability during Installation of Foundations for Offshore Structures. I NGM 2012 Proceedings: Proceedings of the 16th Nordic Geotechnical Meeting (Bind 2, s. 499-505). Dansk Geoteknisk Forening.

Bayat, M., Andersen, L. V., Andersen, S. & Ibsen, L. B. (2013). Numerical Calculation of Damping for Monopile Foundations under Cyclic Load During Steady-State Vibration. I A. Zingoni (red.), Research and Applications in Structural Engineering, Mechanics and Computation: proceedings of the fifth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 2-4 September 2013 (s. 2497-2502). CRC Press. https://doi.org/10.1201/b15963-450

Vahdatirad, M., Bayat, M., Andersen, L. V. & Ibsen, L. B. (2012). An Improved Asymptotic Sampling Approach For Stochastic Finite Element Stiffness of a Laterally Loaded Monopile. I Proceedings of the 9th International Conference on Testing and Design Methods for Deep Foundations, Kanazawa, Japan (s. 665-673). Southeast Asian Geotechnical Society.

Bayat, M., Andersen, L. V., Ibsen, L. B. & Clausen, J. C. (2017). Influence of pore water in the seabed on dynamic response of offshore wind turbines on monopiles. Soil Dynamics and Earthquake Engineering, 100, 233-248. https://doi.org/10.1016/j.soildyn.2017.06.001

Vahdatirad, M., Bayat, M., Andersen, L. V. & Ibsen, L. B. (2015). Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method. Journal of Civil Engineering and Management, 21(4), 503-513. https://doi.org/10.3846/13923730.2014.890660

Bayat, M., Andersen, L. V. & Ibsen, L. B. (2016). p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations. Soil Dynamics and Earthquake Engineering, 90, 38-51. https://doi.org/10.1016/j.soildyn.2016.08.015, https://doi.org/10.1016/j.soildyn.2016.08.015

Domadiya, P. G., Andersen, L. V. & Sorokin, S. (2012). Prediction of Vibration Transmission within Periodic Bar Structures: Analytical Vs Numerical Approach. I BNAM 2012: Joint Baltic-Nordic Acoustics Meeting Nordic Acoustic Association.

Roesen, H. R., Ibsen, L. B. & Andersen, L. V. (2013). Experimental Testing of Monopiles in Sand Subjected to One-Way Long-Term Cyclic Lateral Loading. I P. Delage, J. Desrues, R. Frank, A. Puech & F. Schlosser (red.), Challenges And Innovations In Geotechnics: Proccedings of the 18th International conference on Soil Mechanics and Geotechnical Engineering (s. 2394-2394). Presses des Ponts. https://www.cfms-sols.org/sites/default/files/Actes/2391-2394.pdf

Andersen, L. V. (2017). Modelling Considerations for Dynamic Soil-Structure Interaction of Offshore Wind Turbine Foundations. Abstract fra International Conference on Geo-Energy and Geo-Environment, Hangzhou, Kina.

Liingaard, M., Andersen, L. & Ibsen, L. B. (2007). Impedance of flexible suction caissons. Earthquake Engineering and Structural Dynamics, 36(13), 2249–2271. https://doi.org/10.1002/eqe.737

Andersen, L. V. (2015). Using periodicity to mitigate ground vibration. I M. Papadrakakis, V. Papadopoulos & V. Plevris (red.), Proceedings of COMPDYN 2015: 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (Bind 1, s. 922-932). Institute of Structural Analysis and Antiseismic Reseach, National Technical University of Athens. https://www.dropbox.com/s/1zd6hhp4jo7xr6q/compdyn_2015_vol_1.pdf?dl=1

Andersen, L. & Nielsen, S. R. K. (2005). Reduction of Ground Vibration by Means of Barriers or Soil Improvement along a Railway Track. Soil Dynamics and Earthquake Engineering, 25(7-10), 701-716. https://doi.org/doi:10.1016/j.soildyn.2005.04.007

Firouzianbandpey, S., Ibsen, L. B., Griffiths, D. V., Vahdatirad, M., Andersen, L. V. & Sørensen, J. D. (2015). Effect of spatial correlation length on the interpretation of normalized CPT data using a Kriging approach. Journal of Geotechnical and Geoenvironmental Engineering, 141(12), Artikel 04015052. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001358

Vahdatirad, M., Andersen, L. V., Ibsen, L. B. & Sørensen, J. D. (2014). Stochastic dynamic stiffness of surface footing for offshore wind turbines: Implementing a subset simulation method to estimate rare events. Soil Dynamics and Earthquake Engineering, 65, 89-101. https://doi.org/10.1016/j.soildyn.2014.06.004

Andersen, L., Burcharth, H. F. & Andersen, T. L. (2010). Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads. Abstract fra 32nd International Conference on Coastal Engineering ICCE 2010, Shanghai, Kina.

Sneideris, J., Bucinskas, P., Agapii, L. & Andersen, L. V. (2015). Experimental Validation of a Numerical Model for Three-Dimensional High-Speed Railway Bridge Analysis by Comparison with a Small-Scale Model. I J. Kruis, Y. Tsompanakis & B. H. V. Topping (red.), Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing Artikel 127 Civil-Comp Press. https://doi.org/10.4203/ccp.108.127

Niu, B., Andersen, L. V., Kiel, N., Flodén, O. & Sandberg, G. (2012). Vibration Transmission in a Multi-Storey Lightweight Building: a parametric study. I B. H. V. Topping (red.), Proceedings of the Eleventh International Conference on Computational Structures Technology: CST2012 & ECT2012 Civil-Comp Press. https://doi.org/10.4203/ccp.99.194

Vahdatirad, M., Diaz, A. T., Nielsen, S., Ibsen, L. B., Andersen, L. V., Firouzianbandpey, S. & Griffiths, D. V. (2016). A load-displacement based approach to assess the bearing capacity and deformations of mono-bucket foundations. I A. Zingoni (red.), Insights and Innovations in Structural Engineering, Mechanics and Computation: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (s. 749-750). CRC Press.

Vahdatirad, M., Diaz, A. T., Nielsen, S., Ibsen, L. B., Andersen, L. V., Firouzianbandpey, S. & Griffiths, D. V. (2016). A load-displacement based approach to assess the bearing capacity and deformations of mono-bucket foundations. I A. Zingoni (red.), Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (s. 2105-2111). CRC Press. https://doi.org/10.1201/9781315641645-348

Andersen, L. & Jones, C. J. C. (2006). Coupled Boundary and Finite Element Analysis of Vibration from Railway Tunnels: a comparison of two- and three-dimensional models. Journal of Sound and Vibration, 293(5), 611-625. https://doi.org/10.1016/j.jsv.2005.08.044

Domadiya, P. G., Andersen, L. V. & Sorokin, S. (2012). Representation of Flanking Noise Transmission within Periodically Distributed Lightweight Beam Elements. I Abstract Program: Inter-noise 2012 (s. 446). Institute of Noise Control Engineering of the USA, Inc.. http://www.internoise2012.com/index.shtml

Domadiya, P. G., Andersen, L. V. & Sorokin, S. (2012). Evaluation of Flanking Noise Transmission within Periodically Distributed Lightweight Beam Elements. I Proceedings of the Internoise 2012/ASME NCAD meeting Institute of Noise Control Engineering of the USA, Inc.. http://www.internoise2012.com/index.shtml

Andersen, L., Nielsen, S. R. K. & Krenk, S. (2007). Numerical Methods for Analysis of Structure and Ground Vibration from Moving Loads. Computers & Structures, 85(1-2), 43-58. https://doi.org/doi:10.1016/j.compstruc.2006.08.061

Andersen, L. V. (2016). Dynamic soil-structure interaction of monopod and polypod foundations. I A. Zingoni (red.), Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 (s. 2036-2041). CRC Press. https://doi.org/10.1201/9781315641645-337

Bucinskas, P. & Andersen, L. V. (2017). Excitation of Structures Near Railway Tracks-Analysis of the Wave Propagation Path. I M. Papadrakakis & M. Fragiadakis (red.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (s. 4702-4710). Artikel C 18128 Computational Methods in Structural Dynamics & Earthquake Engineering. https://doi.org/10.7712/120117.5755.18128

Andersen, L. V., Peplow, A. & Bucinskas, P. (2017). Efficiency of Nearly Periodic Structures for Mitigation of Ground Vibration. I M. Papadrakakis & M. Fragiadakis (red.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (s. 537-558). Artikel C 18112 Computational Methods in Structural Dynamics & Earthquake Engineering. https://doi.org/10.7712/120117.5439.18112

Nezhentseva, A., Andersen, L., Ibsen, L. B. & Sørensen, E. V. (2010). Material Composition of Bucket Foundation Transition Piece for Offshore Wind Turbines. I S. A. Nielsen (red.), Program Review, July 2009 - June 2010: Joint Research and Development: Innovative Foundation Solutions MBD Offshore Power A/S and Aalborg University.

Nezhentseva, A., Andersen, L. V., Ibsen, L. B. & Sørensen, E. V. (2011). Structural Optimization of an Offshore Wind Turbines Transition Pieces for Bucket Foundations. Poster-session præsenteret på European Wind Energy Association, Amsterdam, Holland.

Vahdatirad, M. J., Griffiths, D. V., Andersen, L. V., Sørensen, J. D. & Fenton, G. A. (2014). Reliability analysis of a gravity-based foundation for wind turbines: a code-based design assessment. Geotechnique, 64(8), 635 – 645. https://doi.org/10.1680/geot.13.P.152

Andersen, S. & Andersen, L. (2010). Analysis of Spatial Interpolation in the Material-Point Method. Computers & Structures, 88(7-8), 506-518. https://doi.org/10.1016/j.compstruc.2010.01.004

Andersen, L. (2004). Beregning af brudbæreevne over for horisontal rotation. Aalborg Universitetsforlag.

Andersen, L. (2004). Beregning af brudbæreevne med nye forudsætninger. Aalborg Universitetsforlag.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2014). Numerical buckling analysis of shape enhanced bucket foundations. I M. A. Hicks, R. B. J. Brinkgreve & A. Rohe (red.), Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014 (Bind 2, s. 1273-1278). CRC Press.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2011). Instability of Bucket Foundations during Installation. Poster-session præsenteret på European Wind Energy Association, Amsterdam, Holland.

Andersen, L. V., Bucinskas, P., Persson, P., Muresan, M., Muresan, L.-I. & Paven, I.-O. (2016). Mitigating ground vibration by periodic inclusions and surface structures. I W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (red.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (s. 7469-7480). Deutsche Gesellschaft für Akustik, DEGA. http://pub.dega-akustik.de/IN2016/data/articles/001003.pdf

Clausen, J., Damkilde, L. & Andersen, L. (2004). One-Step Direct Return Method For Mohr-Coulomb Plasticity. I A. Eriksson, J. Månsson & G. Tibert (red.), Proceedings of the 17th Nordic Seminar on Computational Mechanics (s. 156-159)

Clausen, J. C., Damkilde, L. & Andersen, L. (2007). An Efficient Return Algorithm For Non-Associated Plasticity With Linear Yield Criteria In Principal Stress Space. Computers & Structures, 85(23-24), 1795–1807. https://doi.org/doi:10.1016/j.compstruc.2007.04.002

Andersen, L. (2010). Assessment of Lumped-Parameter Models for Rigid Footings. Computers & Structures, 88(23-24), 1333-1347. https://doi.org/10.1016/j.compstruc.2008.10.007

Andersen, L. & Clausen, J. (2007). Impedance of Surface Footings on Layered Ground. Computers & Structures, 86(1-2), 72–87. https://doi.org/10.1016/j.compstruc.2007.05.030

Nielsen, S. R. K. & Andersen, L. (2002). Numerical solutions in elastodynamics and accoustics using BEM and FEM. Aalborg Universitet. U : Institut for Bygningsteknik, Aalborg Universitet Nr. U2002-1

Andersen, L. V. (2014). Influence of dynamic soil-structure interaction on building response to ground vibration. I M. A. Hicks, R. B. J. Brinkgreve & A. Rohe (red.), Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014 (Bind 2, s. 1087-1092). CRC Press. http://www.numge2014.org/

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Revideret 13.11.2025

AU Engineering