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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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. U : Institut for Bygningsteknik, Aalborg Universitet No. U2002-1

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).

Christensen, F., Ulfkjær, J. P. & Brincker, R. (2015). Crack widths in concrete with fibers and main reinforcement. Paper presented at FIB Symposium 2015 , Copenhagen, Denmark.

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.

Christensen, F., Ulfkjær, J. P. & Brincker, R. (2015). Crack widths in concrete with fibers and main reinforcement. In H. Stang & M. Braestrup (Eds.), Concrete - Innovation and Design: fib Symposium Proceedings (pp. 93). Federation internationale du beton (fib).

Ulfkjær, J. P. & Johnsen, J. (1988). Stokastisk dynamisk stabilitetsteori for lineært elastiske systemer. https://books.google.dk/books/about/Stokastisk_dynamisk_stabilitetsteori_for.html?id=BzLSQwAACAAJ&redir_esc=y

Ulfkjær, J. P., Henriksen, M. S. & Aarup, B. (1996). Experimental Investigation of the Fracture Behaviour of Reinforced Ultra High Strength Concrete. In Proceedings of the Eleventh European Conference on Fracture (Vol. R9611). Fracture and Dynamics. https://vbn.aau.dk/ws/portalfiles/portal/37612286/Experimental+Investigation+of+the+Fracture+Behaviour+of+Reinforced+Ultra+High+Strength+Concrete.pdf

Ulfkjaer, J. P., Hansen, L. P., Qvist, S. & Madsen, S. H. (1996). Fracture energy of plain concrete beams at different rates of loading. In International Conference on Structures Under Shock and Impact, SUSI (pp. 415-425). Computational Mechanics Inc. https://www.witpress.com/Secure/elibrary/papers/SUSI96/SUSI96038FU.pdf

Bayraktarli, Y. Y., Ulfkjær, J. P., Yazgan, U. & Faber, M. H. (2005). On the Application of Bayesian Probabilistic Networks for Earthquake Risk Management. In Proceedings of the 9th International Conference on Structural Safety and Reliability https://www.semanticscholar.org/paper/On-the-Application-of-Bayesian-Probabilistic-for-Bayraktarli-Ulfkj%C3%A6r/0fcce9f8fc76e62acfa491662ddd0da2782d25cc

Van Mier, J. G. M. & Ulfkjær, J. P. (2000). Round-robin analysis of over-reinforced concrete beams comparison of results. Materials and Structures, 33(230), 381-390. https://doi.org/10.1007/BF02479647

Huth, O., Feltrin, G., Ulfkjær, J. P. & Kilic, N. (2003). Model Update and Damage Identification on a Prestressed Concrete Bridge Using Modal Parameters and Projective Input Residuals. In Proceedings of IMAC XXI Society for Experimental Mechanics Inc..

Ulfkjær, J. P. & Brincker, R. (1994). Effects in the Failure Mechanisms of Materials and Structures. In Size-Scale Effects in the Failure Mechanisms of Materials and Structures: Proceedings of the International Union of Theoretical and Applied Mechanics (IUTAM) Symposium on Size-Scale Effects in the Failure Mechanisms of Materials and Structures : 3-7 October 1994, Politecnico di Torino, Turin, Italy

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

Sørensen, K. K. (2014). Drained Residual Strength of Little Belt Clay. In GeoRegina 2014: 67th Canadian Geotechnical Conference

Dickow, K. A., Kirkegaard, P. H. & Andersen, L. V. (2013). Robustness of modal parameter estimation methods applied to lightweight structures. In Topics in Dynamics of Civil Structures, Volume 4: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013 (4 ed., Vol. 39, pp. 137-144) https://doi.org/10.1007/978-1-4614-6555-3_16

Dickow, K. A., Kirkegaard, P. H. & Andersen, L. V. (2012). Experimental Research of Vibration Transmission in Wooden Junctions with a View Towards Statistics. In BNAM 2012: Joint Baltic-Nordic Acoustics Meeting Nordic Acoustic Association.

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

Kirkegaard, P. H., Andersen, L., Dickow, K. A. & Domadiya, P. G. (2013). FEA of the Variations in Sound Insulation in Nominally Identical Prefabricated Lightweight Timer Panel Structures. In Inter Noise 2013: Noise control for quality of life (Vol. 1, pp. 1136-1143). Curran Associates.

Andersen, L. V., Kirkegaard, P. H., Dickow, K. A. & Domadiya, P. G. (2011). Importance of Including the Acoustic Medium in Rooms on the Transmission Path between Source and Receiver Rooms within a Building. Acustica United with Acta Acustica, 97(Supplement 1), 93. 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: 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). A Parameter Study of Coupling Properties in Finite Element Models of Single-Stud Double-Plate Panels. In Congress Program and Abstracts inter-noise 2010: 40th international congress and exposition on noise control engineering "Sound Environment as a Global Issue" (pp. 294). The Institute of Noise Control Engineering of Japan (NCE/J).

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.

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