Publications by Structural Dynamics and Geotechnical Engineering

Are you looking for publications by the Section of Structural Dynamics and Geotechnical Engineering? On this page you can find all the publications made by the Section of Structural Dynamics and Geotechnical Engineering by 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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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

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.

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.

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

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).

Firouzianbandpey, S., Griffiths, D. V., Ibsen, L. B. & Andersen, L. V. (2015). Corrigendum: Spatial Correlation Length of Normalized cone data in sand : Case study in the North of Denmark. Canadian Geotechnical Journal, 52(8), 844-857. https://doi.org/10.1139/cgj-2013-0294

Matejicka, L., Georgakis, C. T., Koss, H., Schwarz, A. & Egger, P. (2017). Preliminary evaluation of the ice shedding properties of Bridge cable surfaces. Afhandling præsenteret på International Symposium on the Dynamics and Aerodynamics of Cables, Porto, Portugal.

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

Pedersen, L., Frier, C. & Andersen, L. V. (2017). Flooring-systems and their interaction with usage of the floor. I J. Caicedo & S. Pakzad (red.), Dynamics of Civil Structures - Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017 (Bind 2, s. 205-211). Springer. https://www.springerprofessional.de/flooring-systems-and-their-interaction-with-usage-of-the-floor/12333834

Andersen , C. L., Milthers, I. S., Kristoffersen, J. C., Georgakis, C. T. & Tao, L. (2017). Preliminary Evaluation of the Effectiveness of Using Artificial Reefs to Reduce Breaking Wave Impact on Offshore Structures. I Offshore Technology: OMAE2017 (Bind 1 Offshore Technology). Artikel OMAE2017-61975 American Society of Mechanical Engineers. https://doi.org/10.1115/OMAE2017-61975

Matejicka, L., Georgakis, C. T., Schwarz, A. & Egger, P. (2017). Innovative bridge cables for the reduction of ice-shedding risk. I IABSE Conference, Vancouver 2017: Engineering the Future - Report (s. 3306-3313). International Association for Bridge and Structural Engineering.

Simonsen, T. R. & Sørensen, K. K. (2017). Field measurements of pore-water pressure changes in a stiff fissured very high plasticity Palaeogene clay during excavation and pile driving: Mesures sur le terrain des changements de pression de l'eau interstitielle dans une argile Paléogène très rigide hautement plastique lors des traveaux de creusement et de battage de pieux. I Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering: ICMGE2017 (s. 2865-2868). Artikel TC212 International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-18-tc212-43.pdf

Simonsen, T. R., Sørensen, K. K. & Gadegaard, S. S. (2017). Permeability of a stiff fissured very high plasticity Palaeogene clay - direct and indirect measurement methods and scale effects: Perméabilité des argiles Paléogène fissurés et rigides de très haute plasticité - méthodes de mesure directes et indirectes et les effets d'échelle. I Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering: ICSGME 2017 (s. 509-512). Artikel TC101 International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/uploads/publications/1/45/06-technical-committee-01-tc101-54.pdf

Tarpø, M. G., Silva Nabuco, B., Skafte, A., Kristoffersen, J. C., Vestermark, J., Diord Rescinho Amador, S. & Brincker, R. (2017). Operational modal analysis based prediction of actual stress in an offshore structural model. Procedia Engineering, 199, 2262-2267. https://doi.org/10.1016/j.proeng.2017.09.234

Tarpø, M. G., Olsen, P., Diord Rescinho Amador, S., Juul, M. Ø. Ø. & Brincker, R. (2017). On minimizing the influence of the noise tail of correlation functions in operational modal analysis. Procedia Engineering, 199, 1038-1043. https://doi.org/10.1016/j.proeng.2017.09.282

Katsanos, E., Arrospide Sanz, A., Georgakis, C. T. & Thöns, S. (2017). Multi-hazard response analysis of a 5MW offshore wind turbine. Procedia Engineering, 199, 3206-3211. https://doi.org/10.1016/j.proeng.2017.09.548

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

Brodersen, L., Pedersen, B. T., Jensen, F. V., Andersen, L. & Tollestrup, C. (2011). Mobningens hæslige ansigt. UGlen, (3), 16-18. http://www.e-pages.dk/aalborguniversitet/82/

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

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

Damkilde, L., Andersen, L., Kristensen, A. S. & Lund, E. (red.) (2009). Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics. Department of Civil Engineering, Aalborg University. DCE Technical Memorandum Nr. 11

Andersen, L. (2010). Vibrationer fra jernbane til den ny Femern Bælt forbindelse. Department of Civil Engineering, Aalborg University. DCE Contract Reports Nr. 98

Andersen, S. & Andersen, L. (2010). Modelling of Landslides with the Material-point Method. Computational Geosciences, 14(1), 137-147. https://doi.org/10.1007/s10596-009-9137-y

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

Clausen, J. C., Damkilde, L. & Andersen, L. (2006). Efficient Return Algorithms For Associated Plasticity With Multiple Yield Planes. International Journal for Numerical Methods in Engineering, 66(6), 1036-1059. https://doi.org/10.1002/nme.1595

Andersen, L. & Clausen, J. (2009). Comments on "Flow rule effects in the Tresca model" by H.A. Taiebat and J.P. Carter [Computers and Geotechnics 35 (2008) 500-503]. Computers and Geotechnics, 36(5), 911-913. https://doi.org/10.1016/j.compgeo.2008.12.004

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

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

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

Andersen, L. V., Vahdatirad, M., Sichani, M. T. & Sørensen, J. D. (2012). Natural Frequencies of Wind Turbines on Monopile Foundations in Clayey Soils: A probabilistic approach. Computers and Geotechnics, 43, 1-11. https://doi.org/10.1016/j.compgeo.2012.01.010

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

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

Jensen, F. V., Brodersen, L. & Andersen, L. V. (2012). Om høringsprocesserne på Aalborg Universitet. UGlen, (3), 23. http://www.e-pages.dk/aalborguniversitet/115/

Damgaard, M., Andersen, J. K. F., Ibsen, L. B. & Andersen, L. V. (2012). Natural Frequency and Damping Estimation of an Offshore Wind Turbine Structure. I Proceedings of the Twenty-second (2012) International Offshore and Polar Engineering Conference (s. 300-307). International Society of Offshore & Polar Engineers. http://www.scopus.com/record/display.url?eid=2-s2.0-84866133053&origin=resultslist&sort=plf-f&src=s&st1=Natural+Frequency+and+Damping+Estimation+of+an+Offshore+Wind+Turbine+Structure&sid=0103731E7D1855AAD0D9274B1B071683.WXhD7YyTQ6A7Pvk9AlA%3a390&sot=b&sdt=b&sl=93&s=TITLE-ABS-KEY%28Natural+Frequency+and+Damping+Estimation+of+an+Offshore+Wind+Turbine+Structure%29&relpos=0&relpos=0&searchTerm=TITLE-ABS-KEY%28Natural+Frequency+and+Damping+Estimation+of+an+Offshore+Wind+Turbine+Structure%29

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

Domadiya, P. G., Manconi, E., Vanali, M., Andersen, L. V. & Ricci, A. (2016). Numerical and Experimental Investigation of Stop-Bands in Finite and Infinite Periodic One-Dimensional Structures. Journal of Vibration and Control, 22(4), 920-931. https://doi.org/10.1177/1077546314537863

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

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

Augustesen, A., Andersen, L. & Carsten S. Sørensen, C. S. (2005). Capacity of Piles in Clay. Department of Civil Engineering, Aalborg University. AAU Geotechnical Engineering Papers Nr. R0502

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

Madsen, S., Andersen, L. V. & Ibsen, L. B. (2012). Buckling of Bucket Foundations: Sensitivity to shape imperfections during installation. I Proceedings of the Twenty-second (2012) International Offshore and Polar Engineering Conference (s. 166-170). International Society of Offshore & Polar Engineers. http://www.scopus.com/record/display.url?eid=2-s2.0-84866074989&origin=resultslist&sort=plf-f&src=s&st1=Buckling+of+Bucket+Foundations&sid=0103731E7D1855AAD0D9274B1B071683.WXhD7YyTQ6A7Pvk9AlA%3a450&sot=b&sdt=b&sl=45&s=TITLE-ABS-KEY%28Buckling+of+Bucket+Foundations%29&relpos=0&relpos=0&searchTerm=TITLE-ABS-KEY%28Buckling+of+Bucket+Foundations%29

Madsen, S., Pinna, R., Randolph, M. F. & Andersen, L. V. (2015). Buckling of Monopod Bucket Foundations – Influence of Boundary Conditions and Soil-structure Interaction. Wind & Structures, 21(6), 641-656. https://doi.org/10.12989/was.2015.21.6.641

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 Nr. 28

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

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

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. I J. M. Smith & P. Lynett (red.), Coastal Engineering 2010: Proceedings of the 32nd International Conference on Coastal Engineering Coastal Engineering Research Council.

Nørgaard, J. H., Andersen, L. V., Andersen, T. L. & Burcharth, H. F. (2012). Displacement of Monolithic Rubble-Mound Breakwater Crown-Walls. I P. Lynett & J. M. Smith (red.), Coastal Engineering 2012: Proceedings of 33rd International Conference on Coastal Engineering American Society of Civil Engineers. http://www.icce2012.com/

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

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Revideret 18.09.2024

AU Engineering