Publications

Sortér efter: Dato | Forfatter | Titel

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

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

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

Sørensen, E. S., Clausen, J. C. & Damkilde, L. (2015). Finite element implementation of the Hoek-Brown material model with general strain softening behavior. International Journal of Rock Mechanics and Mining Sciences, 78, 163-174. https://doi.org/10.1016/j.ijrmms.2015.05.005

Sørensen, E. S., Clausen, J. C., Merifield, R. S. & Damkilde, L. (2015). Implementation of the Modified Hoek-Brown Model into the Finite Element Method. Institute of Cybernetics at Tallinn University of Technology. http://www.ioc.ee/nscm28/files/Proceedings_of_NSCM28.pdf

Andersen, L. V., Sørensen, J. D., Kim, S.-B., Yi, J.-H., Yoon, G.-L. & Manuel, L. (2015). Influence of Characteristic-Soil-Property-Estimation Approach on the Response of Monopiles for Offshore Wind Turbines. Journal of Ocean and Wind Energy, 2(3), 160-167. https://doi.org/10.17736/jowe.2015.jcr39

Yi, J.-H., Kim, S.-B., Yoon, G.-L. & Andersen, L. V. (2015). Influence of pile–soil interaction on the dynamic properties of offshore wind turbines supported by jacket foundations. I Proceedings of the Twenty-fifth (2015) International Ocean and Polar Engineering Conference (Bind 1, s. 285-288). International Society of Offshore & Polar Engineers.

Sørensen, K. K., Gadegaard, S. S. & Nielsen, J. K. (2015). Influence of Shearing Rate on Residual Strength of Clays. I V. A. Rinaldi, M. E. Zeballos & J. J. Clariá (red.), Deformation Characteristics of Geomaterials: Proceedings of 6th International Symposium on Deformation Characteristics of Geomaterials (Bind 6, s. 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

Yi, J.-H., Kim, S.-B., Yoon, G.-L. & Andersen, L. V. (2015). Natural frequency of bottom-fixed offshore wind turbines considering pile-soil-interaction with material uncertainties and scouring depth. Wind and Structures, An International Journal, 21(6), 625-639. https://doi.org/10.12989/was.2015.21.6.625

Bucinskas, P., Agapii, L., Sneideris, J. & Andersen, L. V. (2015). Numerical Modelling of the Dynamic Response of High-Speed Railway Bridges Considering Vehicle-Structure and Structure-Soil-Structure Interaction. I J. Kruis, Y. Tsompanakis & B. H. V. Topping (red.), Computational Techniques for Civil and Structural Engineering (s. 125-152). Saxe-coburg Publications. https://doi.org/10.4203/csets.38.6

Andersen, L. V., Sørensen, J. D., Ibsen, L. B. & Damgaard, M. (2015). Overview of Offshore Wind Turbine Foundation Design with Probabilistic Soil-Structure Interaction : Denmark Experiences. I Reliability-Based Limit State Design for Offshore Wind Jacket Structures (s. 1-32). Korea Institute of Ocean Science & Technology (KIOST).

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., Ghorashi, S. S., Amani, J., Andersen, L. V., Ibsen, L. B., Rabczuk, T., Zhuang, X. & Talebi, H. (2015). Recovery-based error estimation in the dynamic analysis of offshore wind turbine monopile foundations. Computers and Geotechnics, 70, 24-40. https://doi.org/10.1016/j.compgeo.2015.07.012

Clausen, J. C., Damkilde, L. & Andersen, L. V. (2015). Robust and efficient handling of yield surface discontinuities in elasto-plastic finite element calculations. Engineering Computations, 32(6), 1722-1752. https://doi.org/10.1108/EC-01-2014-0008

Franza, A. & Marshall , A. M. (2015). Semi–analytical prediction of ground movements due to shallow tunnels in sand. I M. G. Winter, D. M. Smith, P. J. L. Eldred & D. G. Toll (red.), Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering ICE Publishing. https://www.icevirtuallibrary.com/doi/abs/10.1680/ecsmge.60678.vol2.050

Gnaur, D. & Clausen, J. (2015). Teaching Smart with Podcasts. International Journal of Engineering Education, 31(2), 486-494.

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

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

Damgaard, M., Bayat, M., Andersen, L. V. & Ibsen, L. B. (2014). Assessment of the Dynamic Behaviour of Saturated Soil Subjected to Cyclic Loading from Offshore Monopile Wind Turbine Foundations. Computers and Geotechnics, 61, 116-126. https://doi.org/10.1016/j.compgeo.2014.05.008

Damgaard, M., Andersen, L. V. & Ibsen, L. B. (2014). Computationally Efficient Modelling of Dynamic Soil-Structure Interaction of Offshore Wind Turbines on Gravity Footings. Renewable Energy, 68, 289-303. https://doi.org/10.1016/j.renene.2014.02.008

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

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

Domadiya, P. G., Andersen, L. V. & Sorokin, S. V. (2014). Infinte Periodic Structure of Lightweight Elements : Representation of Wave Propagation. I 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (s. 2133-2144) https://doi.org/10.7712/120113.4655.C1411

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/

Andersen, L. V. (red.) (2014). M.Sc. in Civil and Structural Engineering: 3rd Semester and Master’s Thesis Ideas 2014. Department of Civil Engineering, Aalborg University. DCE Latest News Nr. 42

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.

Foglia, A., Ibsen, L. B., Nicolai, G. & Andersen, L. V. (2014). Observations on bucket foundations under cyclic loading in dense saturated sand. I C. Gaudin & D. White (red.), Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (s. 667-673). CRC Press. https://doi.org/10.1201/b16200-91

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

Firouzianbandpey, S., Griffiths, D. V., Ibsen, L. B. & Andersen, L. V. (2014). Spatial correlation length of normalized cone data in sand: Case study in the north of Denmark. Canadian Geotechnical Journal, 51(8), 844-857. https://doi.org/10.1139/cgj-2013-0294

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

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., 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. I Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013 (s. 2343-2346). International Society for Soil Mechanics and Geotechnical Engineering. http://www.issmge.org/en/resources/publications/18th-icsmge

Sørensen, K. K. (2013). 1-punkts fastlæggelse af flydegrænse og lineær fremregning til plasticitetsindekset.

Clausen, J. (red.) (2013). 3rd Semester and Master’s Thesis Ideas 2013: M.Sc. in Civil and Structural Engineering. Department of Civil Engineering, Aalborg University.

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2013). Alternative Shape of Suction Caisson to Reduce Risk of Buckling under high Pressure. 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. 2515-2520). CRC Press. https://doi.org/10.1201/b15963-453

Clausen, J. (2013). Bearing Capacity of Circular Footings on a Hoek–Brown Material. International Journal of Rock Mechanics and Mining Sciences, 57, 34-41. https://doi.org/10.1016/j.ijrmms.2012.08.004

Bayat, M., Andersen, L. V. & Ibsen, L. B. (2013). Comparison between Dynamic Responses of Hollow and Solid Piles for Offshore Wind Turbine Foundations. I S. Prakash (red.), Seventh International Conference on Case Stories in Geotechnical Engineering : and Symposium in Honor of Clyde Baker Missouri University of Science and Technology. http://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=3066&context=icchge

Sørensen, K. K. & Okkels, N. (2013). Correlation between drained shear strength and plasticity index of undisturbed overconsolidated clays. I P. Delage, J. Desrues, R. Frank, A. Puech & F. Schlosser (red.), Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering: vol. 1: Challenges and innovations in geotechnics / Défis et innovations en géotechnique (s. 423-428). Presses des Ponts.

Damgaard, M., Ibsen, L. B., Andersen, L. V. & K. F. Andersen, J. (2013). Cross-Wind Modal Properties of Offshore Wind Turbines Identified by Full Scale Testing. Journal of Wind Engineering & Industrial Aerodynamics, 116(May 2013), 94-108. https://doi.org/10.1016/j.jweia.2013.03.003

Damgaard, M., Ibsen, L. B., Andersen, L. V., Andersen, P. & K. F. Andersen, J. (2013). Damping Estimation of a Prototype Bucket Foundation for Offshore Wind Turbines Identified by Full Scale Testing. I A. Cunha, L. F. Ramos, E. Caetano & P. B. Lourenço (red.), 5th IOMAC - International Operational Modal Analysis Conference: 2013 May 13-15 Guimarães - Portugal Escola de Engenharia da Universidade do Minho.

Knudsen, B. S., Østergaard, M. U., Ibsen, L. B. & Clausen, J. (2013). Determination of p-y Curves for Bucket Foundations in Sand Using Finite Element Modeling. Department of Civil Engineering, Aalborg University. https://www.semanticscholar.org/paper/Determination-of-p-y-Curves-for-Bucket-Foundations-Knudsen-%C3%98stergaard/fe45ff20165111d29fe871b297344f574fc797f1

Nezhentseva, A., Sørensen, E. V., Andersen, L. V. & Schuler, F. (2013). Distribution and Orientation of Steel Fibres in UHPFRC. Department of Civil Engineering, Aalborg University. DCE Technical reports, Aalborg Universitet Nr. 151

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

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. I Inter Noise 2013: Noise control for quality of life (Bind 1, s. 1136-1143). Curran Associates.

Firouzianbandpey, S., Andersen, L. V., Nielsen, B. N. & Ibsen, L. B. (2013). Geotechnical Site Assessment by Seismic Piezocone Test in North of Denmark. I S. Prakash (red.), Seventh International Conference on Case Histories in Geotechnical Engineering : and Symposium in Honor of Clyde Baker Missouri University of Science and Technology.

Knudsen, B. S., Østergaard, M. U. & Clausen, J. (2013). Implementation of a Stress-dependent Strength Material Model in PLAXIS 3D. Department of Civil Engineering, Aalborg University. https://www.semanticscholar.org/paper/Implementation-of-a-Stress-dependent-Strength-Model-Knudsen-%C3%98stergaard/e9e855ea2dbfa781db5e23761e345d99cebf7bda

Andersen, L. V. (2013). Influence of Structural Periodicity on Vibration Transmission in a Multi-Storey Wooden Building. I COMPDYN 2013: 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (s. 2158-2177). Institute of Structural Analysis and Antiseismic Reseach, National Technical University of Athens. https://doi.org/10.7712/120113.4657.C1445

Viser resultater 201 til 250 ud af 463

Forrige

Næste

Revideret 10.02.2025

Kenny Kataoka Sørensen