Publications

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Andersen, L. (2002). Wave propagation in infinite structures and media. Aalborg Universitet. Fracture and Dynamics No. 2 https://www.semanticscholar.org/paper/Wave-propagation-in-infinite-structures-and-media-Andersen/2c215c87a6ce2df334683d6a54d3dbaa0d018f44

Nezhentseva, A., Andersen, T. L., Andersen, L. V. & Ibsen, L. B. (2012). Wave Forces on Transition Pieces for Bucket Foundations for Offshore Wind Turbines. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum No. 28

Andersen, L. V., Mangliar, L., Hudert, M. M., Flodén, O. & Persson, P. (2022). Vibroacoustic performance of multi-storey buildings: A comparison of lightweight and heavy structures in the early design phase. In A. Zingoni (Ed.), Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems: Proceedings of The Eighth International Conference on Structural Engineering, Mechanics and Computation, 5-7 September 2022, Cape Town, South Africa (pp. 108-114). CRC Press. https://doi.org/10.1201_9781003348450-17

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

Andersen, L. & Nielsen, S. R. K. (2003). Vibrations of a Track Caused by Variation of the Foundation Stiffness. Probabilistic Engineering Mechanics, 18(2), 171-184. http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V4M-484SMNB-1-BD&_cdi=5762&_orig=browse&_coverDate=04%2F30%2F2003&_sk=999819997&view=c&wchp=dGLbVtz-zSkWb&_acct=C000032758&_version=1&_userid=632453&md5=1d8708307db373b3264df905513df509&ie=f.pdf

Andersen, L. V. & Kirkegaard, P. H. (2013). Vibrations in a Multi-Storey Lightweight Building Structure: Influence of Connections and Nonstructural Mass. In A. Zingoni (Ed.), 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 (pp. 131-136). CRC Press.

Andersen, L. V. & Liingaard, M. (2005). Vibration screening with sheet pile walls. In Environmental Vibrations : Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005) (pp. 429-437)

Andersen, L. V. & Jones, C. J. C. (2002). Vibration from a railway tunnel predicted by coupled finite element and boundary element analysis in two and three dimensions. In H. Grundmann & G. Schueller (Eds.), Vibration from a railway tunnel predicted by coupled finite element and boundary element analysis in two and three dimensions (pp. 1131-1136). CRC Press/Balkema.

Andersen, L. (2010). Vibrationer fra jernbane til den ny Femern Bælt forbindelse. Department of Civil Engineering, Aalborg University. DCE Contract Reports No. 98

Liingaard, M., Andersen, L. V. & Ibsen, L. B. (2005). Vertical Impedance for Stiff and Flexible Embedded Foundations. In H. Takemiya (Ed.), Environmental Vibrations : Prediction, Monitoring, Mitigation and Evaluation: ISEV 2005 CRC Press.

Nielsen, S. R. K. & Andersen, L. V. (2001). Vehicle Moving on a Continuously Supported Beam with Irregular Surface. In R. B. Corotis, G. I. Schuëller & M. Shinozuka (Eds.), Structural Safety and Reliability Swets & Zeitlinger.

Andersen, L., Nielsen, S. R. K. & Iwankiewicz, R. (2002). Vehicle moving along an infinite beam with random surface irregularities on a Kelvin foundation. Journal of Applied Mechanics, 69(1), 69-75. https://doi.org/10.1115/1.1427339

Andersen, L. V. & Nielsen, S. R. K. (2001). Vehicle Moving along a Beam on a Random Modified Kelvin Foundation. In Proceedings of the Eighth International Conference on Sound and Vibration (pp. 2811-2818) http://vbn.aau.dk/files/17211393/Vehicle_moving_along_a_beam_on_a_random_modified_Kelvin_Foundation

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 from 32nd International Conference on Coastal Engineering ICCE 2010, Shanghai, China.

Andersen, L., Burcharth, H. F. & Andersen, T. L. (2011). Validity of simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads. In J. M. Smith & P. Lynett (Eds.), Coastal Engineering 2010: Proceedings of the 32nd International Conference on Coastal Engineering Coastal Engineering Research Council.

Bucinskas, P., Sneideris, J., Agapii, L. & Andersen, L. V. (2017). Validation of a Numerical Model for Dynamic Three-Dimensional Railway Bridge Analysis by Comparison with a Small-Scale Laboratory Model. The International Journal of Railway Technology, 6(2), 61-85. https://doi.org/10.4203/ijrt.6.2.4

Andersen, L. V. (2015). Using periodicity to mitigate ground vibration. In M. Papadrakakis, V. Papadopoulos & V. Plevris (Eds.), Proceedings of COMPDYN 2015: 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (Vol. 1, pp. 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

Franza, A., Benardos, P. G. & M. Marshall, A. (2018). Use of artificial neural networks to analyse tunnelling−induced ground movements obtained from geotechnical centrifuge testing. In A. S. Cardoso, J. L. Borges, P. A. Costa, A. T. Gomes, J. C. Marques & C. S. Vieira (Eds.), Numerical Methods in Geotechnical Engineering IX: Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal (Vol. 1, pp. 685-689). CRC Press. https://doi.org/10.1201/9780429446931

Brown, F., Villalobos, F. A. & Prada-Sarmiento, L. F. (2024). Uplift-hypoplastic macroelement model for shallow foundations in sand under cyclic combined loading. Soil Dynamics and Earthquake Engineering, 185, Article 108848. https://doi.org/10.1016/j.soildyn.2024.108848

Lim, H. U., Manuel, L., Persson, P. & Andersen, L. V. (2023). Uncertainty quantification of wood floor system modal frequencies resulting from variable densities in members. Structures, 53, 1425-1434. https://doi.org/10.1016/j.istruc.2023.04.111

Acikgoz, S., Franza, A., J. DeJong, M. & Mair, R. . J. (2019). Tunnelling under a heritage structure: distributed sensing data and cracked equivalent beam models. In MJ. DeJong, JM. Schooling & GMB. Viggiani (Eds.), International Conference on Smart Infrastructure and Construction 2019, ICSIC 2019: Driving data-informed decision-making (pp. 675-683) https://doi.org/10.1680/icsic.64669.675

Yu, Y., Franza, A., Ghiassi, B., Neves, L. C. & M. Marshall, A. (2025). Tunnelling-induced wall damage: an appraisal of elastoplastic constitutive models for masonry. Tunnelling and Underground Space Technology, 156, Article 106240. https://doi.org/10.1016/j.tust.2024.106240

Boldini , D., Losacco , N., Franza, A. & Miraei , S. (2020). Tunnelling−induced displacements and damage on framed structures: comparison between numerical models. In 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics

Boldini, D., Losacco, N., Franza, A., Dejong, M. J., Xu, J. & Marshall, A. M. (2021). Tunneling-induced deformation of bare frame structures on sand: Numerical study of building deformations. Journal of Geotechnical and Geoenvironmental Engineering, 147(11), Article e0002627. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002627

Xu, J., Franza, A., M. Marshall, A., Losacco, N. & Boldini, D. (2021). Tunnel–framed building interaction: comparison between raft and separate footing foundations. Geotechnique, 71(7), 631–644. https://doi.org/10.1680/jgeot.19.P.393

Dickow, K. A., Domadiya, P. G., Andersen, L. V. & Kirkegaard, P. H. (2011). Transmission of Sound Through Double-Plate Panel Structures : aspects of modeling a single-stud double-leaf partition using the finite element method. In Proceedings of Forum Acusticum 2011 (Vol. 6) https://pure.au.dk/admin/files/69947989/Transmission_of_Sound_Through_Double_Plate_Panel_Structures.pdf

Dickow, K. A., Domadiya, P. G., Andersen, L. V. & Kirkegaard, P. H. (2011). Transmission of Sound Through Double-Plate Panel Structures: a numerical study of coupling parameters in lightweight panel structures. In COMPDYN 2011 : 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: 25-28 May, Corfu, Greece European Community on Computational Methods in Applied Sciences.

Dickow, K. A., Domadiya, P. G., Andersen, L. V. & Kirkegaard, P. H. (2011). Transmission of Sound Through Double-Plate Panel Structures: aspects of modeling a single-stud double-leaf partition using the finite element method. Acustica United with Acta Acustica, 97(Supplement 1), 142-143. http://www.fa2011.org/

Dickow, K. A., Domadiya, P. G., Andersen, L. V. & Kirkegaard, P. H. (2011). Transmission of Sound Through Double-Plate Panel Structures. http://www.fa2011.org/downloads/FA2011_ProgramBook.pdf

Barari, A., Bayat, M., Meysam, S., Ibsen, L. B. & Andersen, L. V. (2015). Transient Analysis of Monopile Foundations Partially Embedded in Liquefied Soil. Geomechanics and Engineering, 8(2), 257-282. https://doi.org/10.12989/gae.2015.8.2.257

Abu-Ghaida, H., Andersen, L. V., Wandahl, S. & Kamari, A. (2021). Towards integration of LCA and LCC as a driver for decision-making by municipalities for sustainable renovation of existing buildings. Poster session presented at The 10th International Conference on Life Cycle Management, Stuttgard, Germany.

Franza, A., Acikgoz, S. & J. DeJong, M. (2020). Timoshenko beam models for the coupled analysis of building response to tunnelling. Tunnelling and Underground Space Technology Journal, 96, Article 103160. https://doi.org/10.1016/j.tust.2019.103160

Damgaard, M., Andersen, J. K. F., Ibsen, L. B. & Andersen, L. V. (2014). Time-Varying Dynamic Properties of Offshore Wind Turbines Evaluated by Modal Testing: Des propriétés dynamiques d’éoliennes offshore dépendant du temps évalué par des tests. In Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013 (pp. 2343-2346). International Society for Soil Mechanics and Geotechnical Engineering. http://www.issmge.org/en/resources/publications/18th-icsmge

Augustesen, A., Andersen, L. & Carsten S. Sørensen, C. S. (2005). Time Function for Driven Piles in Clay. Department of Civil Engineering, Aalborg University. AAU Geotechnical Engineering Papers No. R0501

Sørensen, K. K. & Okkels, N. (2012). Time-dependent capacity of driven piles in high plasticity clay. In Proceedings of Nordic Geotechnical Meeting http://www.geoteknisk.dk/media/18469/ngm2012%20time-dependent%20capacity%20of%20driven%20piles%20in%20high%20plasticity%20clay%20(kks).pdf

Clausen, J. C. S., Andersen, L. V. & Damkilde, L. (2009). Three-Dimensional Elasto-Plastic Calculations Using Yield Surfaces with Corner Discontinuities. In E. Onate, D. R. J. Owen & B. Suarez (Eds.), Computational Plasticity X : Fundamentals and Applications : Barcelona, Spain, 2-4 September 2009 International Center for Numerical Methods in Engineering. https://www.researchgate.net/publication/289621123_Three-dimensional_elasto-plastic_calculations_using_yield_surfaceswith_corner_discontinuities

Andersen, L. & Jones, C. J. C. (2001). Three-Dimensional Elastodynamic analysis using multiple boundary element domains. Institute of Sound and Vibration Research. ISVR Technical Memorandum No. 867 https://www.researchgate.net/publication/312999868_Three-dimensional_elastodynamic_analysis_using_multiple_boundary_element_domains

Clausen, J. C. (Ed.) (2019). Third Semester and Master’s Thesis Ideas 2019: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University. DCE Latest News No. 58

Andersen, T. L. & Clausen, J. C. (Eds.) (2018). Third Semester and Master’s Thesis Ideas 2018: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University. DCE Latest News No. 57

Clausen, J. C. (Ed.) (2017). Third Semester and Master’s Thesis Ideas 2017: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University. DCE Latest News No. 53

Clausen, J. C. (Ed.) (2016). Third Semester and Master’s Thesis Ideas 2016: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University.

Xu, J., M. Marshall, A., Franza, A., Boldini, D., Amorosi, A. & J. DeJong, M. (2019). The response of framed buildings on raft foundations to tunnelling: a centrifuge and numerical modelling study. In Proceedings of the XVII ECSMGE-2019 https://doi.org/10.32075/17ECSMGE-2019-0134

Li, J., Andersen, L. V. & Hudert, M. M. (2023). The Potential Contribution of Modular Volumetric Timber Buildings to Circular Construction: A State-of-the-Art Review Based on Literature and 60 Case Studies. Sustainability, 15(23), Article 16203. https://doi.org/10.3390/su152316203

Prada-Sarmiento, L. F., Cabrera, M. A., Camacho, R., Estrada, N. & Ramos-Cañón, A. M. (2019). The Mocoa Event on March 31 (2017): analysis of a series of mass movements in a tropical environment of the Andean-Amazonian Piedmont. Landslides, 16(12), 2459-2468. https://doi.org/10.1007/s10346-019-01263-y

Acikgoz, S., Alexakis, H., Ye, C., Franza, A. & J. DeJong, M. (2020). The Marsh Lane Railway Viaduct: 2 years of monitoring with combined sensing and surveying technologies. In A. Arêde & C. Costa (Eds.), Structural Integrity: 9th International Conference on Arch Bridges (pp. 422-429). Springer. https://doi.org/10.1007/978-3-030-29227-0_44

Zhang, Z., Høeg, C. E. & Andersen, L. V. (2019). The influence of uncertain soil conditions on the dynamic response of offshore wind turbines using an efficient time-domain model. In A. Zingoni (Ed.), Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 (pp. 257-258). CRC Press. https://doi.org/10.1201/9780429426506

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

Franza, A., Zhou, B. & M. Marshall, A. (2016). The effects of relative tunnel depth and volume loss on vertical settlements above tunnels in dense sands. In Fourth Geo-China International Conference ASCE. https://doi.org/10.1061/9780784480038.016

Vahdatirad, M., Andersen, L., Clausen, J. & Sørensen, J. D. (2011). The Dynamic Stiffness of Surface Footings for Offshore Wind Turbines: reliability based assessment. In B. H. V. Topping & Y. Tsompanakis (Eds.), Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computating Article 82 Civil-Comp Press.

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Revised 10.02.2025

Kenny Kataoka Sørensen