Publications

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Andersen, L. V. & Hausgaard Lyngs, J. (2009). Shortcomings of the Winkler Model in the Assessment of Sectioned Tunnels under Seismic Loading. I B. H. V. Topping, L. F. Cosat Neves & R. C. Barros (red.), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing Civil-Comp Press. http://www.forskningsdatabasen.dk/en/catalog/2389385326

Andersen, L. (2009). Soil Damping at Walney 2 Offshore Wind Farm. Department of Civil Engineering, Aalborg University. DCE Contract Reports Nr. 69

Clausen, J. C. S., Andersen, L. V. & Damkilde, L. (2009). Three-Dimensional Elasto-Plastic Calculations Using Yield Surfaces with Corner Discontinuities. I E. Onate, D. R. J. Owen & B. Suarez (red.), 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

Augustesen, A. & Andersen, L. (2008). 20051655 - Petronas, Capacity of Driven Piles Offshore Malaysia: Note c. Department of Civil Engineering, Aalborg University. DCE Contract Reports Nr. 39

Rasmussen, M. R. & Andersen, L. V. (2008). Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings. I Ö. Eren, A. Mohammed, A. Günyakti, E. Soyer & H. Bilsel (red.), Structural & Earthquake Engineering : Proceedings of the 8th International Congress on Advances in Civil Engineering, ACE 2008, Famagusta, North Cyprus, 15-17 September 2008 (Bind 4, s. 237-244). Eastern Mediterranean University Press. http://vbn.aau.dk/files/14964915/Aspects_of_Using_CFD_for_Wind_Comfort_Modeling_Around_Tall_Buildings

Augustesen, A. H. & Andersen, L. V. (2008). Assessment of Calculation Procedures for Piles in Clay Based on Static Loading Tests. I Ö. Eren, A. Mohammed, A. Günyakti, E. Soyer & H. Bilsel (red.), Proceedings of the 8th International Congress on Advances in Civil Engineering, ACE 2008 (s. 343-350). Eastern Mediterranean University Press. http://vbn.aau.dk/files/14222447/Assessment_of_Calculation_Procedures_for_Piles_in_Clay_Based_on_Static_Loading_Tests_

Clausen, J., Jensen, H. M., Sørensen, K. D., Denier, J. (red.), Finn, M. (red.) & Mattner, T. (red.) (2008). Delamination of Compressed thin Layers at Corners.

Clausen, J., Jensen, H. M., Sørensen, K. D., Denier, J., Finn, M. & Mattner, T. (2008). Delamination of Compressed thin Layers at Corners. International Congress of Theoretical and Applied Mechanics.

Sørensen, K. D., Jensen, H. M. & Clausen, J. C. S. (2008). Delamination of Compressed Thin Layers at Corners. International Journal of Solids and Structures, 45, 5867-5878.

Sørensen, K. D., Jensen, H. M. & Clausen, J. (2008). Delamination of Compressed Thin Layers at Corners. International Journal of Solids and Structures, 45(22-23), 5867-5878. https://doi.org/10.1016/j.ijsolstr.2008.07.004

Burcharth, H. F., Andersen, L. V. & Andersen, T. L. (2008). Determination of Critical Peak Wave Loadings for Overall Stability of Monolithic Structures Placed on Rock Rubble Mounds. I ICCE 2008 : Book of Abstracts http://www.forskningsdatabasen.dk/en/catalog/2389355946

Andersen, L. (2008). Earth Pressure on Tunnel Crown. Department of Civil Engineering, Aalborg University. DCE Contract Reports Nr. 46

Alibrandi, U. & Ricciardi, G. (2008). Efficient evaluation of the pdf of a random variable through the Kernel-Density Maximum Entropy approach. International Journal for Numerical Methods in Engineering, 75(13), 1511 - 1548. https://doi.org/10.1002/nme.2300

Clausen, J., Krabbenhoft, K., Schrefler, B. A. (red.) & Perego, U. (red.) (2008). Existence and Uniqueness of Solutions in Nonassociated Mohr-coulomb Elastoplasticity. https://www.researchgate.net/publication/238706804_Existence_and_uniqueness_of_solutions_in_nonassociated_Mohr-Coulomb_elastoplasticity

Andersen, L. V., Ibsen, L. B. & Liingaard, M. (2008). Impedance of Bucket Foundations : Torsional, Horizontal and Rocking Motion. I M. Papadrakakis & B. H. V. Topping (red.), Proceedings of the Sixth International Conference on Engineering Computational Technology Artikel 189 Civil-Comp Press. https://doi.org/10.4203/ccp.89.189

Andersen, L. V., Ibsen, L. B. & Liingaard, M. A. (2008). Impedance of Bucket Foundations: Torsional, Horizontal and Rocking Motion. I M. Papadrakakis & B. H. V. Topping (red.), Proceedings of the Sixth International Conference on Engineering Computational Technology Artikel 189 Civil-Comp Press. https://doi.org/10.4203/ccp.89.189

Andersen, L. (2008). Material Modelling: Exercises and Solutions. Department of Civil Engineering, Aalborg University. DCE Lecture notes Nr. 19

Andersen, L. V., Frigaard, P. B. & Augustensen, A. H. (2008). Mitigation of Ground Vibration by Double Sheet-pile Walls. I Ö. Eren, A. Mohammed, A. Günyakti, E. Soyer & H. Bilsel (red.), Proceedings of the 8th International Congress on Advances in Civil Engineering, ACE 2008 (Bind 2, s. 247-254). Eastern Mediterranean University Press. http://www.forskningsdatabasen.dk/en/catalog/2389355868

Andersen, S. M. & Andersen, L. V. (2008). Modeling of Landslides with the Material Point Method. I 6th International Conference on Engineering Computational Technology (ECT 2008) (s. 2529-2547). Civil-Comp Press.

Andersen, S. M. & Andersen, L. V. (2008). Modelling of Landslides with the Material-Point Method. I N. A. Wahl (red.), 28th Nordic Geological Winter Meeting (s. 85) https://www.researchgate.net/publication/225449019_Modelling_of_landslides_with_the_material-point_method

Andersen, L. (red.) (2008). M.Sc. in Civil and Structural Engineering: 3rd Semester and Master's Thesis Ideas 2008. Department of Civil Engineering, Aalborg University. DCE Latest News Nr. 4

Alibrandi, U. & Ricciardi, G. (2008). Non-Gaussian Stochastic Linearization solved by the Kernel Density Maximum Entropy approach. I Meccanica Stocastica 2008

Alibrandi, U., Impollonia, N. & Ricciardi, G. (2008). The Non-Polynomial Response Surface in the Reliability Buckling Approach. I Meccanica Stocastica 2008

Alibrandi, U. & Ricciardi, G. (2008). The Uniform Design Support Vector Method in Structural Reliability Analysis. I Meccanica Stocastica 2008

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

Clausen, J. & Damkilde, L. (2007). An Exact Implementation Of The Hoek–Brown Criterion For Elasto-Plastic Finite Element Calculations. International Journal of Rock Mechanics and Mining Sciences, 45(6), 831-847. https://doi.org/10.1016/j.ijrmms.2007.10.004

Alibrandi, U., Impollonia, N. & Ricciardi, G. (2007). A non linear performance function for probabilistic buckling analysis. I ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering

Andersen, L., Augustesen, A., Andersen, T. L., Sørensen, C. S., Burcharth, H. F., Brorsen, M. & Ibsen, L. B. (2007). B9K - B10K projektforslag inden for Vand & Jord. Department of Civil Engineering, Aalborg University. DCE Latest News Nr. 3

Andersen, L. (2007). Do Lumped-Parameter Models Provide the Correct Geometrical Damping? Department of Civil Engineering, Aalborg University. DCE Technical Memorandum Nr. 5

Andersen, L. V. (2007). Do Lumped-Parameter Models Provide the Correct Geometrical Damping? I B. H. V. Topping (red.), Proceedings of the 15th UK Conference of the Association of Computational Mechanics in Engineering Civil-Comp Press. http://vbn.aau.dk/files/8174387/Do_Lumped-Parameter_Models_Provide_the_Correct_Geometrical_Damping_

Andersen, L. V. (2007). Do Lumped-Parameter Models Provide the Correct Geometrical Damping? I 15th UK Conference of the Association of Computational Mechanics in Engineering Civil-Comp Press.

Andersen, L. (2007). Effective Stresses in Soil and Rock and Consolidation in Three Dimensions. Department of Civil Engineering, Aalborg University. DCE Lecture notes Nr. 14

Clausen, J., Damkilde, L., Krabbenhøft, K. & Topping, B. H. V. (red.) (2007). Efficient Finite Element Calculation of Ny . Civil-Comp Press.

Clausen, J., Damkilde, L., Krabbenhøft, K. & Topping, B. H. V. (2007). Efficient Finite Element Calculation of Nγ.

Clausen, J. (2007). Efficient Non-Linear Finite Element Implementation of Elasto-Plasticity for Geotechnical Problems. Esbjerg Institute of Technology, Aalborg University. https://www.semanticscholar.org/paper/Efficient-Non-Linear-Finite-Element-Implementation-Clausen/0b7b50d1e1fbff07b31982ec086d9621c1001c22

Andersen, L. & Augustesen, A. (2007). Fundamenter til Ny Horsens Stadion. Department of Civil Engineering, Aalborg University. DCE Contract Reports Nr. 26

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. & 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

Andersen, L. (2007). Lumped-Parameter Models for Windturbine Footings on Layered Ground. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum Nr. 6

Andersen, L. V. & Liingaard, M. (2007). Lumped-Parameter Models for Wind-Turbine Footings on Layered Ground. I B. H. V. Topping (red.), Proceedings of the Eleventh International Conference on Civil, Structural and Environmetal Engineering Computing Civil-Comp Press. https://doi.org/10.4203/ccp.86.227

Andersen, S. M. & Andersen, L. (2007). Material-point Method Analysis of Bending in Elastic Beams. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum Nr. 7

Andersen, S. M. & Andersen, L. V. (2007). Material-point Method Analysis of Bending in Elastic Beams. I B. H. V. Topping (red.), Proceedings of the Eleventh International Conference on Civil, Structural and Environmetal Engineering Computing Civil-Comp Press. http://vbn.aau.dk/files/10426042/Material-point_method_analysis_of_bending_in_elastic_beams

Andersen, S. M. & Andersen, L. V. (2007). Material-Point Method Analysis of Bending in Elastic Beams. I B. H. V. Topping (red.), Proceedings of the Eleventh International Conference on Civil, Structural and Environmetal Engineering Computing Civil-Comp Press.

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

Alibrandi, U., Impollonia, N. & Ricciardi, G. (2007). Probabilistic buckling analysis through a novel non-linear response surface. I 18th AIMETA Congress of Theoretical and Applied Mechanics

Alibrandi, U. & Ricciardi, G. (2007). The Kernel Density Maximum Entropy method for Non-Gaussian Stochastic Linearization. I 18th AIMETA Congress of Theoretical and Applied Mechanics

Alibrandi, U. & Ricciardi, G. (2007). The use of stochastic stresses in the static approach of probabilistic limit analysis. International Journal for Numerical Methods in Engineering, 73, 747-782. https://doi.org/0.1002/nme.2089

Andersen, L. (2006). An Introduction to Poroelasticity. Department of Civil Engineering, Aalborg University. DCE Lecture notes Nr. 2

Clausen, J. C., Damkilde, L., Dahlblom, O. (red.), Fuchs, L. (red.), Persson, K. (red.), Ristinmaa, M. (red.), Sandberg, G. & Svensson, I. (2006). A Simple And Efficient FEM-Implementation Of The Modified Mohr-Coulomb Criterion. Lund Universitet. https://www.semanticscholar.org/paper/A-Simple-And-Efficient-FEM-Implementation-Of-The-Clausen-Damkilde/a87c59800833162b6053e17f4c0142c6548e2d00

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Revideret 18.09.2024

Lars Vabbersgaard Andersen