Publications by Structural Engineering

Are you looking for publications by the Section of Structural Engineering? On this page you can find all the publications made by the Section of Structural Engineering - 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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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. In J. Kruis, Y. Tsompanakis & B. H. V. Topping (Eds.), Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing Article 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. 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

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. In A. Zingoni (Ed.), 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 (pp. 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. In A. Zingoni (Ed.), 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 (pp. 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. In Abstract Program: Inter-noise 2012 (pp. 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. In 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. In A. Zingoni (Ed.), 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 (pp. 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. In M. Papadrakakis & M. Fragiadakis (Eds.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (pp. 4702-4710). Article 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. In M. Papadrakakis & M. Fragiadakis (Eds.), COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: Compdyn 2017 Proceedings (pp. 537-558). Article 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. In S. A. Nielsen (Ed.), 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 presented at EWEA OFFSHORE 2011, Amsterdam, Netherlands.

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. 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 (Vol. 2, pp. 1273-1278). CRC Press.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2011). Instability of Bucket Foundations during Installation. Poster session presented at EWEA OFFSHORE 2011, Amsterdam, Netherlands.

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. In W. Kropp, O. V. Estorff & B. Schulte-Fortkamp (Eds.), Proceedings of INTER-NOISE 2016: 45th International Congress and Exposition on Noise Control Engineering : Towards a Quieter Future (pp. 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. In A. Eriksson, J. Månsson & G. Tibert (Eds.), Proceedings of the 17th Nordic Seminar on Computational Mechanics (pp. 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.

Andersen, L. V. (2014). Influence of dynamic soil-structure interaction on building response to ground vibration. 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 (Vol. 2, pp. 1087-1092). CRC Press. http://www.numge2014.org/

Liu, Z. & Andersen, L. (2003). Stabilitet af flydende legemer. (pp. 10).

Desai, N., Poling, J., Fischer, G. & Georgakis, C. T. (2017). A Comparison between the Accuracies of Two Digital Image Correlation-Based Tools in Making Strain Measurements in a Specimen Subjected to Out-of-Plane Movement. International Conference on Architecture and Civil Engineering. Annual Proceedings, 2017, 164-183. https://doi.org/10.5176/2301-394X_ACE17.129

Burlina, C., Georgakis, C. T., V. Larsen, S. & Egger, P. (2016). Comparative Analysis of Bridge Cables with Concave Fillets. In First International Symposium on Flutter and its Application, (pp. 649-658)

Desai, N., Georgakis, C. T. & Fischer, G. (2016). A Comparison of the Minimum Resolutions of Two Digital Image Correlation-Based Tools in making Strain Measurements. International Journal of Engineering Research and Innovation, 8(2), 113-127. http://ijeri.org/IJERI-Archives/issues/fall2016/X__IJERI%20fall%202016%20v8%20n2%20(PDW-2).pdf#page=115

Hagsten, L. G., Rasmussen, A. B. & Fisker, J. (2017). Strain Capacity of Reinforced Concrete Members Subjected to Uniaxial Tension. Procedia Engineering, 172, 338-346. https://doi.org/10.1016/j.proeng.2017.02.038

Rasmussen, A. B., Fisker, J. & Hagsten, L. G. (2017). Cracking in Flexural Reinforced Concrete Members. Procedia Engineering, 172, 922-929. https://doi.org/10.1016/j.proeng.2017.02.102

Skafte, A., Kristoffersen, J. C., Vestermark, J., Tyge Tygesen, U. & Brincker, R. (2017). Experimental study of strain prediction on wave induced structures using modal decomposition and quasi static Ritz vectors. Engineering Structures, 136, 261-276. https://doi.org/10.1016/j.engstruct.2017.01.014

Persson, P., Austrell, P.-E., Kirkegaard, P. H., Andersen, L. V. & Steffen, F. (2016). Analysis of wind-induced vibrations in high-rise buildings. In W. Kropp (Ed.), Proceedings of the 45th International Congress and Exposition on Noise Control Engineering -INTER-NOISE 2016: Towards a Quieter Future (pp. 7650-7661). German Acoustical Society (DEGA). http://pub.dega-akustik.de/IN2016/data/articles/000976.pdf

Caterino, N., Georgakis, C. T., Luo, N. & Londono Monsalve, J. (2016). Innovative Technologies for Reducing Structural Vibrations due to Natural Events and Human Activities. Shock and Vibration, 2016, Article 2181509. https://doi.org/10.1155/2016/2181509

Demartino, C., Matteoni, G. & Georgakis, C. T. (2016). GallAnalyzer: Open Source Toolkit for galloping stability assessment. Abstract from IN-VENTO 2016, Terni, Italy. http://www.in-vento-2016.org/docs/IN-VENTO-2016_programme-abstracts.pdf

Gavin, K., Igoe, D., Sørensen, K. K. & Huybrechts, N. (2016). Research and Development Activities on Pile Foundations in Europe. In Proceedings of ISSMGE - ETC 3 International Symposium on Design of Piles in Europe: How did Eurocode 7 change daily practice? (pp. 235-251). International Society for Soil Mechanics and Geotechnical Engineering. http://www.cstc.be/homepage/download.cfm?dtype=research&doc=RESEARCH_AND_DEVELOPMENT_ACTIVITIES_ON_PILE_FOUNDATIONS_IN_EUROPE.pdf&lang=en

Belinchon, P., Sørensen, K. K. & Christensen, R. (2016). A Case Study of the Interaction between a Pile and Soft Soil focusing on Negative Skin Friction using Finite Element Analysis. In Proceedings of 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 513-522). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Hørlykke, T., Dedenroth , B. & Sørensen, K. K. (2016). A Case Study of Heave of Pile-Supported Structures Due to Pile Driving in Heavily Overconsolidated Very High Plasticity Palaeogene Clay. In Proceedings of 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 951-960). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Simonsen, T. R. & Sørensen, K. K. (2016). Field measurements of pore water pressure changes in very high plasticity stiff clays adjacent to driven piles. In Proceedings of the 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 257-266). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Møller, O., Frederiksen, J. K., Augustesen, A. H., Leth, C. T., Okkels, N. & Sørensen, K. K. (2016). Design of piles – Danish practice. In ISSMGE - ETC3 International Symposium on Design of Piles in Europe: How did Eurocode 7 change daily practice? https://www.researchgate.net/profile/Kenny_Sorensen/publication/301771286_Design_of_piles_-_Danish_practice/links/57271e4108ae586b21e251bf.pdf

Pedersen, J. G., Fisker, J. & Nielsen, C. V. (2015). Nonlinear Finite Element Analysis of Non-Shear Reinforced Concrete Beams. Paper presented at FIB Symposium 2015 , Copenhagen, Denmark.

Fisker, J. & Hagsten, L. G. (2016). Mechanical Model for the Shear Capacity of R/C Beams without Stirrups: a Proposal Based on Limit Analysis. Engineering Structures, 115, 220–231. https://doi.org/10.1016/j.engstruct.2016.02.035

Pedersen, J. G., Fisker, J. & Nielsen, C. V. (2015). Nonlinear Finite Element Analysis of Non-Shear Reinforced Concrete Beams. In H. Stang & M. Braestrup (Eds.), Concrete - Innovation and Design : fib Symposium Proceedings (pp. 432-433). Federation internationale du beton (fib).

Lodahl, M. R., Sørensen, K. K., Mortensen , N. & Trankjær , H. (2016). Oedometer tests with measurement of internal friction between oedometer ring and clay specimen. In Proceedings of the 17th Nordic Geotechnical Meeting: NGM 2016 - Challenges in Nordic Geotechnics (pp. 289-298). The Icelandic Geotechnical Society. http://www.ngm2016.com/uploads/2/1/7/9/21790806/ngm2016-proceedings-v1b.pdf

Sørensen, K. K. & Okkels, N. (2015). CORRELATION BETWEEN COMPRESSION INDEX AND INDEX PARAMETERS FOR HIGH PLASTICITY PALAEOGENE CLAYS. Poster session presented at 16th European Conference of Soil Mechanics and Geotechnical Engineering, Edinburg, United Kingdom.

Sørensen, K. K., Gadegaard, S. S. & Nielsen, J. K. (2015). Influence of Shearing Rate on Residual Strength of Clays. In V. A. Rinaldi, M. E. Zeballos & J. J. Clariá (Eds.), Deformation Characteristics of Geomaterials: Proceedings of 6th International Symposium on Deformation Characteristics of Geomaterials (Vol. 6, pp. 858-865). IOS Press. https://doi.org/10.3233/978-1-61499-601-9-858

Lodahl, M. R. & Sørensen, K. K. (2015). Influence of Smectite Content on the One-Dimensional Deformation Behavior of Reconstituted High Plasticity Clay. Advances in Soil Mechanics and Geotechnical Engineering (ASMGE), 6, 1057-1064. https://doi.org/10.3233/978-1-61499-601-9-1057

Sørensen, K. K. & Okkels, N. (2015). Correlation between compression index and index parameters for high plasticity Palaeogene clays. In Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering : Investigation, Classification, Testing and Forensics (Vol. 6, pp. 3371-3376). ICE Publishing. https://doi.org/10.1680/ecsmge.60678.vol6.528

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