Andréas Andersson


e-mail | KTH-Profile | DiVA | Google Scholar
About
General

After receiving a MSc. in Civil Engineering from KTH in 2004, I started to work as a Structural Engineer for the Swedish Railway Administration (Banverket). Parallel to my engineering work, I received a Lic. Engr. degree in Fatigue assessment of steel railway bridges in 2009 and a Ph.D. in Capacity assessment of concrete arch bridges with backfill in 2011, all from KTH, Division of Structural Engineering and Bridges.

In 2012, I joined Roughan & O'Donovan Innovative Solutions for a post-doc within the EU-funded project Long Life Bridges. My research involved vibration control for railway bridge dynamics, including the development of a prototype damper at Trinity College Dublin, TCD.

In 2017, I visited The State Key Laboratory of Traction Power, Southwest Jiaotong University in Chengdu, China, as a visiting researcher within the EU-funded project RISEN. My research involved train-track-bridge interaction within the research group on vehicle-track interaction led by Prof. Wanming Zhai.

During the fall of 2018, I spent two months as a visiting researcher at the Smart Structures Technology Laboratory at UIUC, led by Prof. Bill Spencer. The research involved real-time hybrid simulation of a full-scale MR-damper coupled with a numerical model of a bridge.

My research areas involve:

  • Railway bridge dynamics for high-speed trains.
  • Train-Track-Bridge Interaction.
  • Dynamic soil-structure interaction.
  • Field measurements, planning, instrumentation and signal processing.
  • Model updating.
  • Vibration mitigation using external damper systems.
  • Nonlinear FE-analysis of steel and concrete structures.
  • Impact loading on concrete structures.
  • Fatigue assessment of steel structures.
Employments
  • 2019 -
    Senior Specialist, The Swedish Transport Administration (Trafikverket) link
  • 2004 - 2019
    Specialist, The Swedish Transport Administration (Trafikverket, former Banverket)
  • 2011 -
    Researcher, Royal Institute of Technology (KTH), Division of Structural Engineering and Bridges link
  • 2005 - 2011
    PhD-Student (part-time), Royal Institute of Technology (KTH), Division of Structural Engineering and Bridges
International
  • 2018
    Visiting Researcher (2 months), Smart Structures Technology Laboratory, UIUC, Illinois, USA. link
  • 2017
    Visiting Researcher (1 year), State Key Laboratory of Traction Power, SWJT, Chengdu, China link
  • 2012
    Visiting Researcher (2 months), Trinity College Dublin, TCD
  • 2012
    Researcher (1 year), Roughan & O'Donovan Innovative Solutions, Dublin, Ireland. link
Awards & Scholarships
  • 2021
    Best paper award, ICRT2021. link Second International Conference on Rail Transportation (ICRT), Chengdu, China, 5-6 July 2021.
  • 2020
    International Certificate from CIB/IABSE/RILEM. link For academic and professional merits in international projects
  • 2020
    Karl Engvers Stiftelse. Resestipendium. link
  • 2019
    Styffes Stiftelse. Resestipendium. link
  • 2015
    Styffes Stiftelse. Resestipendium. link
  • 2013
    The outstanding young engineer contribution award (YEP) for the contribution "Load Capacity assessment and strengthening of a railway arch bridge with backfill" at IABSE 2013 in Rotterdam. link
  • 2013
    Nyströmers Stiftelse. Resestipendium. link
  • 2005
    Lilla Polhemspriset. "För bästa examensarbete 2004 i civilingenjörsutbildningen vid svenskt universitet eller högskola". link
Commission of Trust
  • 2027
    Co-organiser of MS on Experimental and Numerical Analysis of Railway Infrastructures. 14th Int. Conf. on Structural Health Monitoring of Intelligent Infrastructure SHMII-14, 29 June – 2 July 2027, Naples, Italy
  • 2026
    Co-organiser of MS on Dynamics of railway infrastructures. Eurodyn 2026, 27th Sept – 1st Oct 2026, Hannover, Germany
  • 2025
    Co-organiser of SS18: Railway bridges. EVACES 2025, Porto, Portugal, 2-4 July 2025.
  • 2025
    Co-organiser of MS50: Moving Loads and Interaction Problems in Bridge Dynamics. COMPDYN 2025, Rhodes Island, Greece, 15-18 June 2025.
  • 2023
    Co-organiser of MS9: Dynamics of railway infrastructures. Eurodyn 2023, Delft, The Netherlands, 2-5 July 2023, link
  • 2022
    Member of the editorial board. Railways 2022, 5th International Conference on Railway Technology, 22-25 August, Montpellier, France. link, papers
  • 2021 -
    Invited Expert. CEN/TC 250/SC 1/WG 3/TG DIBRST, Dynamic Interface between Bridges and Rolling Stock.
  • 2021
    External Examiner. PhD Midterm research thesis project, Marco Antonio Peixer Miguel de Antonio. University of Porto, 2021-11-22. link
  • 2021
    Co-chair of special session (S9: Railway Infrastructures), Int. Conference on Computational & Experimental Engineering and Sciences ICCES 2022. Dubai (online), 8-12 January 2022.
  • 2021
    Co-chair of special session (S25: Railway Infrastructures), Int. Conference on Computational & Experimental Engineering and Sciences ICCES 2021. Online, 6-10 January 2021.
  • 2020 - 2021
    Reference group member. Pre-study of Dynamic Amplification Factor for Existing Road Bridges. link
  • 2019
    Member of the scientific committee, 1st Int. Symposium on Risk Analysis and Safety of Complex Structures and Components IRAS 2019. Porto, Portugal, 1-2 July 2019.
  • 2016
    Chair and member of the scientific committee, 19th Congress of IABSE, Challenges in Design and Construction of an Innovative and Sustainable Built Environment IABSE2016, Stockholm, Sweden, 21-23 September 2016.
  • 2016 - 2017
    Reference group member. Analys av skaleffekten hos bergsprickors skjuvhållfasthet och styvhet genom numerisk modellering. BeFo-572.
  • 2016
    Main Examiner. Ph.D. defence, Joãn Miguel dos Santos Pereira da Rocha. University of Porto, 2016-04-28. link, download
  • 2015 - 2021
    Reference group member. Utveckling av metodik för inspektion av tunnlar med innertak. BeFo-357
  • 2015 -
    Delegate. CEN/TC 256/SC 1/WG 46, Railway Applications – Ballastless track systems. EN 16432-1:2017, EN 16432-2:2017, EN 16432-3:2021
  • 2015
    Keynote lecture. Dynamics of railway bridges: analysis and verification by field tests. EVACES'15, Dübendorf, Switzerland, 19-21 October 2015.
  • 2014
    Faculty examiner. Licentiate seminar, Tarek Edrees Saaed. Luleå University of Technology, 2014-11-20. link
  • 2013 - 2017
    Delegate. CEN TC250/SC1/WG3/TG-TBI, Railway Applications – Infrastructure – Track-Bridge Interaction. CEN/TR 17231:2018
  • 2013 - 2016
    Special advisor on Railway Bridges. Work group High-Speed Rail, collaboration between Sweden and Japan regarding high-speed railway infrastructure technology.
  • 2013 - 2023
    Project Leader – Railway Bridges. Development of technical standards for high-speed railways, Trafikverket.
Research Projects
  • 2023
    Railway bridge dynamics
    Part of InBridge4EU (researcher, leader of WP3), web
    HORIZON-ER-JU-2022-02 based on ERA tech. note ERA1193-TD-01-2022 V 1.0
  • 2023
    Railway bridge dynamics
    Part of Europe's Rail, FP3: IAM4RAIL - Holistic and Integrated Asset Management for Europe's RAIL System, WP16 - Sustainable and cost-efficient eco-design for rail assets, Task 16.2 - Resilient and sustainable lines, subtask 16.2.1 - Improved dynamic amplification factors and subtask 16.2.2 - Bridge resonance. (researcher) web
  • 2022
    Ökad lastkapacitet på järnvägsbroar genom lägre dynamisk förstoringsfaktor.
    TRV 2022/72031. (coordinator/researcher)
  • 2021
    High-speed low-cost bridges.
    Part of IP3-In2Track3, TRV 2015/50535, Shift2Rail Grant Agreement 101012456. (researcher)
  • 2019
    High-speed low-cost bridges.
    Part of IP3-In2Track2, TRV 2015/50535, Shift2Rail Grant Agreement 730841. (researcher)
  • 2018
    Dynamic assessment of existing railway bridges, TRV 2018/109558. (coordinator/researcher)
  • 2017
    Soil-steel composite bridges for high-speed railways. ViaCon Sp z o.o. (coordinator/researcher)
  • 2017
    Soil-Structure-Interaction for railway bridge dynamics.
    Part of IP3-In2Track, TRV 2015/50535, Shift2Rail Grant Agreement 730841. (researcher)
  • 2017
    RISEN. Post-Doctoral visit at the State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu, China. H2020-MSCA-RISE-2015. (researcher)
  • 2017
    Capacity4Rail. SCP3-GA-2013-605650. Analysis of data from viaduct PI24.
  • 2016
    Brodynamik på höghastighetsbanor – Inverkan av upplagens eftergivlighet.
    TRV 2016/56775. (coordinator/researcher)
  • 2016
    Brodynamik på höghastighetsbanor – Gränsvärden för säkerhet och komfort.
    TRV 2016/56769. (coordinator/researcher)
  • 2016
    Designdiagram för dynamisk kontroll av ballastfria järnvägsbroar.
    TRV 2015/101355. (coordinator/researcher)
  • 2014
    Statisk och dynamisk provning av betongplattor. TRV 2014/9989. Co-financed by the European Union, Trans-European Transport Network (TEN-T). (coordinator/researcher)
  • 2013
    Forskning och utvecklingstjänst gällande brodynamik och höghastighetståg på Botniabanan (del 2). TRV 2013/55617. (coordinator/researcher)
  • 2012
    Forskning och utvecklingstjänst gällande brodynamik och höghastighetståg på Botniabanan (del 1). TRV 2012/74965. (coordinator/researcher)
  • 2012
    Long Life Bridges. 7th Framework Marie-Curie Project, FP7-PEOPLE-2011-IAPP, Grant Agreement Number 286276. (researcher)
  • 2011
    Teknisk utredning avseende högre hastigheter på befintliga järnvägsbroar.
    TRV 2011/69283. (coordinator/researcher)
  • 2010
    Forskning och utvecklingstjänst avseende övergripande teknisk systemstandard för järnvägsbroar på höghastighetsbanor. TRV 2010/53830. (coordinator/researcher)
Publications
Theses
  • [3]
    Andersson, A., 2011. Capacity assessment of arch bridges with backfill: Case of the old Årsta railway bridge. Doctoral Thesis, KTH Bulletin 107.
  • [2]
    Andersson, A., 2009. Utmattningsanalys av järnvägsbroar. En fallstudie av stålbroarna mellan Stockholm Central och Söder Mälarstrand, baserat på teoretiska analyser och töjningsmätningar. Licentiate Thesis, KTH Bulletin 96.
  • [1]
    Andersson A., Malm, R., 2004. Measurement Evaluation and FEM Simulation of Bridge Dynamics. Master of Science Thesis, KTH.
Manuscripts
  • [8]
    Liu, D., Wang, C., Gonzalez-Libreros, J., Andersson, A., Elfgren, L., Sas, G., 2025. Short-term field study on aerodynamic pressure and dynamic responses of railway wooden noise barriers. Submitted to Thin-Walled Structures
  • [7]
    Colmenares, D., Andersson, A., Karoumi, R., 2023. Two equivalent single degree of freedom models of the coupled multiple modulated pedestrian-bridge system to consider the human-structure interaction effect. Submitted to Structures link
  • [6]
    Colmenares, D., Øiseth, O., Andersson, A., Karoumi, R., Rønnquist, A., 2023. On the quantification of the human-structure interaction effect under a random vibration framework. Manuscript link
  • [5]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2023. Computationally Enhanced Gaussian Process Regression for Active Learning Scheme. Manuscript
  • [4]
    Shi, C., Ren, W-X., Zhao, C., Andersson, A., Xin, L., 2023. Three-dimensional DEM-based ballasted track and high-speed rail vehicle interaction: model construction and macro-meso dynamic analysis. Manuscript
  • [3]
    de Frias Lopez, R., Andersson, A., Karoumi, R., 2022. Modelling the dynamic behaviour of ballast in railway tracks: shake table test. Manuscript
  • [2]
    Tell, S., Andersson, A., Ülker-Kaustell, M., Karoumi, R., 2021. Full-scale test of the dynamic response of a railway bridge retrofitted with fluid viscous dampers. Manuscript. link
  • [1]
    Svedholm C., Zangeneh A., Andersson, A., Pacoste C., 2018. Model updating of a Railway Bridge Using Frequency Response Functions and a Reduced Order of Model. Manuscript. link
International Journal Papers
  • [31]
    Liu, D., Wang, C., Gonzalez-Libreros, J., Andersson, A., Elfgren, L., Sas, G., 2025. Machine learning-driven investigation of environmental effects on dynamic behaviour of railway noise barriers based on long-term field test. Engineering Structures doi
  • [30]
    Liu, D., Wang, C., Gonzalez-Libreros, J., Andersson, A., Elfgren, L., Sas, G., 2025. Dynamic behavior of steel post/wood panel railway noise barriers under aerodynamic loads induced by high-speed trains. Railway Engineering Science doi
  • [29]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2024. Probabilistic dynamic design curves optimized for high-speed reinforced concrete railway bridges using first order reliability method. International Journal of Structural Stability and Dynamics 2540012. doi
  • [28]
    Hosseini Tehrani, S.A., Andersson, A., Zangeneh, A., Battini, J-M., 2024. Simplified soil-structure interaction modeling techniques for the dynamic assessment of end shield bridges. Engineering Structures (319). doi
  • [27]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2024. Reliability assessment of running safety criteria of railway bridges considering soil-structure interaction effects using ensemble of classification-based surrogate models. International Journal of Rail Transportation. doi
  • [26]
    Ferreira, G., Montenegro, P.A., Andersson, A., Henriques, A.A., Karoumi, R., Calçada, R., 2024. Critical Analysis of the Current Eurocode Deck Acceleration Limit for Evaluating Running Safety in Ballastless Railway Bridges. Engineering Structures (312), 118127 doi
  • [25]
    Museros, P, Andersson, A., Pinazo, B., 2022. Dynamic behaviour of bridges under critical conventional and regular trains: review of some regulations included in EN 1991-2. Journal of Rail and Rapid Transit, Part F. train data, doi
  • [24]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2024. Partial safety factor calibration using surrogate models: An application for running safety of ballasted high-speed railway bridges. Probabilistic Engineering Mechanics (75), 103569 doi
  • [23]
    Hosseini Tehrani, S.A., Andersson, A., Zangeneh, A., Battini, J-M., 2024. Dynamic soil-structure interaction of a three-span railway bridge subject to high-speed train passage. Engineering Structures, (301), 117296 doi
  • [22]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2024. Surrogate-Assisted Investigation on Influence of epistemic Uncertainty on Running Safety of High-Speed Railway Bridges. Probabilistic Engineering Mechanics, doi
  • [21]
    Colmenares, D., Andersson, A., Karoumi, R., 2023. An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system. Structures doi
  • [20]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2023. Improved dynamic design method of ballasted high-speed railway bridges using surrogate-assisted reliability-based design optimization of dependent variables. Reliability Engineering & System Safety doi download
  • [19]
    Silva, A., Riberio, D., Montenegro, P., Ferreira, G., Andersson, A., Zangeneh, A., Karoumi, R., Calçada, R., 2023. New contributions for damping assessment on filler-beam railway bridges framed on In2Track EU projects. Transportation and Future Mobility, MDPI. doi
  • [18]
    Albright, A., Battini, J-M., Andersson, A., 2023. Dynamic soil-structure interaction of a single-span railway bridge, forced vibration testing and simulation. Structure and Infrastructure Engineering. doi
  • [17]
    Colmenares, D., Andersson, A., Karoumi, R., 2021. Closed-form solution for continuous beam systems on elastic supports under moving harmonic loads. Journal of Sound and Vibration, 116587 doi download
  • [16]
    Tell, S., Andersson, A., Najafi, A., Spencer Jr. B.F., Karoumi, R., 2021. Real-time hybrid testing for efficiency assessment of magnetorheological dampers to mitigate train-induced vibrations in bridges. Int. J. of Rail Transportation doi download
  • [15]
    Lind Östlund, J., Andersson, A., Ülker-Kaustell, M, Battini, J-M., 2020. On the influence of shallow soil strata on the dynamic soil–structure interaction of simply supported high-speed railway bridges. Int. J. of Rail Transportation, pp. 405-423, 2020 doi download
  • [14]
    Museros, P., Andersson, A., Martí, V., Karoumi, R., 2020. Dynamic behaviour of bridges under critical articulated trains: Signature and bogie factor applied to the review of some regulations included in EN 1991-2. Journal of Rail and Rapid Transit, pp. 1-21, 2020 doi download
  • [13]
    Martínez-Rodrigo, M.D., Andersson, A., Pacoste, C., Karoumi, R., 2020. Resonance and cancellation phenomena in two-span continuous beams and its application to railway bridges. Engineering Structures 222 (1). doi download
  • [12]
    Tell, S., Leander, J., Andersson, A., Ülker-Kaustell, M., 2020. Probability-based evaluation of the effect of fluid viscous dampers on a high-speed railway bridge. Structure and Infrastructure Engineering doi download
  • [11]
    Lind Östlund, J., Andersson, A., Ülker-Kaustell, M, Battini, J-M., 2020. The influence of model assumptions on the dynamic impedance functions of shallow foundations. Int. Journal of Civil Engineering, 18(11), 1315-1326 doi download
  • [10]
    Shi, C., Zhao, C., Zhang, X, Andersson, A., 2019. Analysis on dynamic performance of different track transition forms based on the combined discrete element/finite difference method. Computers & Structures 230, pp. 1-11. doi download
  • [9]
    Arvidsson, T., Andersson, A., Karoumi, R., 2018. Train running safety on non-ballasted bridges. Int. J. of Rail Transportation 7(1), pp. 1-22. doi download
  • [8]
    Zangeneh A., Svedholm C., Andersson, A., Pacoste C., Karoumi, R., 2018. Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing. Engineering Structures 159, pp. 299-309. doi download
  • [7]
    Rådeström, S., Ülker-Kaustell, M., Andersson, A., Tell, V., Karoumi, R., 2017. Application of fluid viscous dampers to mitigate vibrations of high-speed railway bridges. Int. J. of Rail Transportation 5(1), pp. 47-62. doi download
  • [6]
    Andersson, A., Karoumi, R., O'Connor, A., 2014. Passive and adaptive damping systems for vibration mitigation and increased fatigue service life of a tied arch railway bridge. Computer-Aided Civil & Infrastructure Engineering 30(9), pp. 748-757. doi download
  • [5]
    Bornet, L., Andersson, A., Zwolski J., Battini, J-M., 2014. Influence of the ballast on the dynamic properties of a truss railway bridge. Structure and Infrastructure Engineering 11(6), pp. 796-803. doi download
  • [4]
    Mellat, P., Andersson, A., Pettersson, L., Karoumi, R., 2014. Dynamic behaviour of a short span soil–steel composite bridge for high-speed railways – Field measurements and FE-analysis. Engineering Structures 69, pp. 49-61. doi download
  • [3]
    Johansson, C., Nualláin, N.Á., Pacoste, C., Andersson, A., 2014. A methodology for the preliminary assessment of existing railway bridges for high-speed traffic. Engineering Structures 58, pp. 25-35. doi download
  • [2]
    Leander, J., Andersson, A., Karoumi, R., 2010. Monitoring and enhanced fatigue evaluation of a steel railway bridge. Engineering Structures 32(3) pp. 854-863. doi download
  • [1]
    Malm, R., Andersson, A., 2006. Field testing and simulation of dynamic properties of a tied arch railway bridge. Engineering Structures 28(1) pp. 143-152. doi download
Conference Papers
  • [49]
    Hosseini Tehrani, S.A., Bayane, I., Andersson, A., Zangeneh Kamali, A., Battini, J.M., 2025. Probabilistic Analysis of Soil-Structure Interaction in a Single-Span Railway Bridge Using the Error-Domain Model Falsification Method. EVACES 2025, 2-4 July, Porto, Portugal. SS18-1, download
  • [48]
    Shi, C., Andersson, A., Xu, L., 2024. DEM analysis of lateral sleeper resistance effect of sleeper-ballast interaction and aggregate friction. Railways 2024, 1-5 Sept 2024, Prague, Czech Republic. doi
  • [47]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2023. A framework recommendation for updating running safety design criteria of non-ballasted railway bridges using statistical investigations. Eurodyn 2023, Delft, the Netherlands, 2-5 July 2023. download, doi
  • [46]
    Hosseini Tehrani, S.A., Andersson, A., Zangeneh, A., Battini, J-M., 2023. Dynamic soil-structure interaction of a continuous railway bridge. Eurodyn 2023, Delft, the Netherlands, 2-5 July 2023. download, doi
  • [45]
    Colmenares, D., Del Pozo, G., Costa, G., Karoumi, R., Andersson, A., 2022. Full-scale tests of a lightweight footbridge, The Folke Bernadotte Bridge, SEMC 2022, Cape Town, South Africa, 5-7 September 2022. doi download
  • [44]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2023. Applicability of meta-model assisted reliability assessment for dynamic problems: a comparison between regression-based methods. 14th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP14). doi download
  • [43]
    Andersson, A., 2022. Experimental Testing of a Railway Bridge with Near Support Viscous Dampers. Int. Conf. on Computational & Experimental Engineering and Sciences, ICCES2022, Dubai, 8-12 January 2022. download
  • [42]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2022. Estimating Running Safety Factor of Ballastless Railway Bridges Using Tail Modelling. International Probabilistic Workshop, IPW2022, Stellenbosch, South Africa, 8-9 September 2022. doi download
  • [41]
    Colmenares, D., Andersson, A., Karoumi, R., 2021. Pedestrian bridge evaluation and modelling subjected to running load cases, footbridge 2022, Madrid, Spain, 7-9 September 2022. doi, download
  • [40]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2021. Ensemble Meta-Models for Running Safety Assessment of High-Speed Railway Bridges Considering Soil-Structure Interaction Effects. 13th Int. Conf. on Structural Safety and Reliability, ICOSSAR 2021, Shanghai, China, June 21-25, 2022. link
  • [39]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R., 2021. Surrogate-assisted versus subset simulation-based stochastic comparison between running safety and passenger comfort design criteria of high-speed railway bridges. 31st European Safety and Reliability Conference, ESREL 2021, Angers, France, 19-23 September 2021. link
  • [38]
    Andersson, A., 2021. Full-scale forced vibration tests of a railway bridge. Int. Conf. on Computational & Experimental Engineering and Sciences, ICCES2021, Phuket, Thailand, January 6-10, 2021. doi
  • [37]
    Andersson, A., Arvidsson, T., 2021. Train-track-bridge interaction to allow for increased axle loads on iron ore lines. 2nd Int. Conference on Rail Transportation, ICRT 2021, 5-6 July, Chengdu, China, download
  • [36]
    Museros, P., Andersson, A., Karoumi R., 2020. Dynamic effect of trains with articulated coaches and Jacobs bogies with integer wheelbase ratios. Eurodyn 2020, Athens, Greece, 23-25 November 2020. doi
  • [35]
    Andersson, A., Karoumi R., 2020. Dynamic response of corrugated steel culverts for railway lines. Eurodyn 2020, Athens, Greece, 23-25 November 2020. doi
  • [34]
    Lind Östlund, J., Andersson, A., Ülker-Kaustell, M, Battini, J-M., 2020. The effect of model assumptions on the dynamic impedance functions of a shallow foundation. Eurodyn 2020, Athens, Greece, 23-25 November 2020. doi
  • [33]
    Zangeneh, A., Andersson, A., Pacoste, C., Karoumi, R., 2020. Dynamic soil-structure interaction in resonant railway bridges with integral abutments. Eurodyn 2020, Athens, Greece, 23-25 November 2020. doi
  • [32]
    Allahvirdizadeh, R., Andersson, A., Karoumi, R, 2020. Reliability Assessment of the Dynamic Behaviour of High-Speed Railway Bridges Using FORM, Eurodyn 2020, Athens, Greece, 23-25 November 2020. doi
  • [31]
    Colmenares, D., Andersson, A., Karoumi, R., 2020. Closed-formed solution of pedestrian-induced loads for clamped-clamped bridges, Eurodyn 2020, Athens, Greece, 23-25 November 2020. doi
  • [30]
    Tell S., Andersson, A., Karoumi R., Najafi, A., Spencer Jr B.F., 2019. Real-time hybrid simulation of a bridge-damper system. SEMC2019, Cape Town, South Africa, 2-4 September 2019. download
  • [29]
    Aggestam, E., Nielsen, J., Andersson, A., Li, M.X.D., 2018. Multi-objective design optimisation of transition zones between different railway track forms. 11th Int. Conf. on Contact Mechanics and Wear and Rail/Wheel Systems, CM2018, Delft, Netherlands, September 24-27, 2018. download
  • [28]
    Andersson, A., Arvidsson, T., 2018. Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines. Railways 2018, Sitges, Barcelona, Spain, September 3-7, 2018. download
  • [27]
    Zäll, E., Garmendia Purroy, J., Andersson, A., Ülker-Kaustell, M., 2017. The effect of runners on footbridges – a case study. Footbridge 2017, Berlin, Germany, September 6-9, 2017 doi download
  • [26]
    Zäll, E., Andersson, A., Ülker-Kaustell, M., Karoumi, R., 2017. An efficient approach for considering the effect of human-structure interaction on footbridges. Eurodyn 2017, Rome, Italy, September 10-13, 2017 doi
  • [25]
    Östlund, J., Ülker-Kaustell, M., Andersson, A., Battini, J-M., 2017. Considering dynamic soil-structure interaction in design of high-speed railway bridges. Eurodyn 2017, Rome, Italy, September 10-13, 2017 doi
  • [24]
    Zangeneh, A., Svedholm, A., Pacoste, C., Andersson, A., Karoumi, R., 2017. Dynamic Stiffness Identification of Portal Frame Bridge-Soil System using Controlled Dynamic Testing. Eurodyn 2017, Rome, Italy, September 10-13, 2017 doi
  • [23]
    Andersson, A., Östlund, J., Ülker-Kaustell, M., Battini, J-M., Karoumi, R., 2017. Full-scale dynamic testing of a railway bridge using a hydraulic exciter. EVACES 2017, San Diego, United States, July 12-14, 2017 doi
  • [22]
    Arvidsson, T., Zangeneh, A., Andersson, A., 2017. Influence of Sleeper Passing Frequency on Short Span Bridges: Validation against Measured Results. 1st Int. Conf. on Rail Transportation, Chengdu, China, July 10-12, 2017. download
  • [21]
    Andersson, A., Karoumi, R., 2017. A soil-steel bridge under high-speed railways. III European Conf. on Buried Flexible Structures (link) Rydzyna, Poland, April 24-25, 2017 proceedings download
  • [20]
    Rådeström, S., Karoumi, R., Ülker-Kaustell, M., Tell, V., Andersson, A. 2016. Structural control of high speed railway bridges by means of fluid viscous dampers. IABSE2016, Stockholm, Sweden, 21-23 September 2016. download
  • [19]
    Zäll, E., Karoumi, R., Ülker-Kaustell, M., Andersson, A. 2016. Evaluation of load model for crowd-induced vibrations of footbridges. IABSE2016, Stockholm, Sweden, 21-23 September 2016. download
  • [18]
    Ülker-Kaustell, M., Östlund, J., Andersson, A. 2016. Current research and development in bridges for high-speed railways in Sweden. IABSE2016, Stockholm, Sweden, 21-23 September 2016. download
  • [17]
    Cahill, P., Karoumi, R., Mathewson, A., Andersson, A., Pakrashi, V., 2016. Detection of Train Passages during Forced Vibration Testing of Bridge Structures using Energy Harvesting Technology. Civil Engineering Research in Ireland, CERI2016, Galway, Ireland, August 29-30, 2016 download
  • [16]
    Andersson, A., Karoumi, R., 2015. Dynamics of railway bridges, analysis and verification by field tests (keynote paper). EVACES'15, Dübendorf, Switzerland, October 19-21, 2015. download doi
  • [15]
    Andersson, A., Ülker-Kaustell, M., Borg, R., Dymén, O., Carolin, A., Karoumi, R., 2015. Pilot testing of a hydraulic bridge exciter. EVACES'15, Dübendorf, Switzerland, October 19-21, 2015. download doi
  • [14]
    Andersson, A., Roslin, R., 2015. Load capacity of inner lining systems due to impact from falling rocks. ITA WTC 2015 Congress and the 41st General assembly, May 22-28, 2015, Dubrovnik, Croatia. download
  • [13]
    Andersson, A., Roslin, R., Taube, A., 2015. Bärförmåga hos inklädnadssystem vid stödbelastning från fallande bergblock. Bergmekanikdagen 2015, Stockholm, 9th March 2015, pp. 105-113. download
  • [12]
    Bornet, L., Andersson, A., Zwolski, J., Battini, J-M:, 2014. Influence of the Ballasted Track on the Dynamic Properties of a Truss Railway Bridge. The Twelfth International Conference on Computational Structures Technology, Naples, Italy 2-5 September 2014 doi
  • [11]
    Andersson, A., Karoumi, R., O'Connor, A., 2014. Development of a multi-passive tuned mass damper, theory and experiments. Eurodyn 2014, IX International Conference on Structural Dynamics, Porto, Portugal download
  • [10]
    Andersson, A., Karoumi, R., O'Connor, A., 2013. External damping of stay cables using adaptive and semi-active vibration control. ICSBOC2013, The 8th International Cable Supported Bridge Operators' Conference, June 3-5, 2013, Edinburgh, Scotland. download
  • [9]
    Andersson, A., 2013. Load capacity assessment and strengthening of a railway arch bridge with backfill. IABSE 2013, May 6-8, 2013, Rotterdam, the Netherlands. download
  • [8]
    Andersson, A., Leander, J., Karoumi, R., 2013. Extending the fatigue service life of a railway bridge by local approaches. IABSE 2013, May 6-8, 2013, Rotterdam, the Netherlands. download
  • [7]
    Andersson, A., Karoumi, R., O'Connor, A., 2013. Vibration mitigation of railway bridges using adaptive damping control. IABSE 2013, May 6-8, 2013, Rotterdam, the Netherlands download
  • [6]
    Andersson, A., Karoumi, R., O'Connor, A., 2012. Semi active damping systems for railway bridges. Bridge & Concrete Research in Ireland (BCRI), 6-7th September 2012, Ireland. download
  • [5]
    Andersson, A., Karoumi, R., 2012. Attenuating resonant behaviour of a tied arch railway bridge using increased hanger damping. IABMAS 2012, 6th International Conference on Bridge maintenance, Safety and Management, Lake Maggiroe, Italy. download
  • [4]
    Andersson, A., Sundquist, H., Karoumi, R., 2012. Full Scale Tests and Structural Evaluation of Soil-Steel Flexible Culverts for High-Speed Railways. II European Conference on Buried Flexible Steel Structures, Rydzyna, Poland 2012. download
  • [3]
    Leander, J., Andersson, A., Karoumi, R., 2009. Enhanced Assessment of the Remaining Service Life of a Steel Railway Bridge. Key Engineering Materials Vol. 413-414 pp. 245-252 download doi
  • [2]
    Karoumi, R., Andersson, A., Sundquist, H., 2006. Static and Dynamic Load Testing of the New Svinesund Arch Bridge. The International Conference on Bridge Engineering, Hong Kong. download
  • [1]
    Andersson, A., Sundquist, H., Karoumi, R., 2006. Evaluating cable forces in cable supported bridges using ambient vibration method. The International Conference on Bridge Engineering, Hong Kong. download
Book Chapters
  • [3]Springer, 2024. Digital Railway Infrastructure, Editors: Riberio, D., Montenegro, P.A., Andersson, A., Martínez-Rodrigo, M.D. link
  • [2]Tell, S., Andersson, A., Karoumi, R., 2020. Improved dynamic resilience of railway bridges using external dampers. Chapter in "Best-Practices Handbook on Rail Infrastructure Resilience", Elsevier. Editors R. Calçada and S. Kaewunruen. link
  • [1]Leander, J., Andersson, A., 2011. Järnvägsbro under bevakning. Samhällsbyggaren nr. 3. download
Reports, KTH TRITA-BKN series
  • [20]Andersson, A., 2020. Dynamic behaviour of soil-steel composite bridges for high-speed railways. KTH/BKN/RPT-208-SE
  • [19]Tell, S., Andersson, A., 2019. Real-time hybrid simulation of the response of high-speed railway bridges with magnetorheological dampers. KTH/BKN/RPT-1840-SE.
  • [18]Andersson, A., 2019. Dynamic analysis of simply supported slab bridges. KTH/BKN/RPT-1922-SE.
  • [17]Andersson, A., 2018. Simplified approach to dynamic analysis of railway bridges for high-speed trains. KTH/BKN/RPT-1837-SE.
  • [16]Lind Östlund, J., Andersson, A., Ülker-Kaustell, M., Battini, J.M., 2017. Soil-Structure Interaction for foundations on High-Speed Railway Bridges. KTH/BKN/R-166-SE.
  • [15]Arvidsson, T., Andersson, A., 2017. Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines. KTH/BKN/R-165-SE.
  • [14]Östlund, J., Andersson, A., Ülker-Kaustell, M., Battini, J.M., 2016. Field Experiments on the Bridge Aspan. KTH/BKN/R-160-SE.
  • [13]Andersson, A., Svedholm, C., 2016. Dynamisk kontroll av järnvägsbroar, inverkan av 3D-effekter. KTH/BKN/R-158-SE.
  • [12]Svedholm, C., Andersson, A., 2016. Designdiagram för förenklad dynamisk kontroll av järnvägsbroar. KTH/BKN/R-157-SE.
  • [11]Andersson, A., 2014. Impact loading of concrete slabs, Experimental tests and numerical simulations. KTH/BKN/R-153-SE.
  • [10]Johansson, C., Andersson, A., Karoumi, R., Pacoste, C., 2013. Dynamiska kontroller av järnvägsbroar längs Botniabanan för framtida höghastighetståg, etapp 1. KTH/BKN/R-145-SE.
  • [9]Johansson, C., Arvidsson, T., Martino, D., Yavari, M.S., Andersson, A., Pacoste, C., Karoumi, R., 2011. Höghastighetsprojekt – Bro, Inventering av järnvägsbroar för ökad hastighet på befintliga banor. KTH/BKN/R-141-SE.
  • [8]Johansson, C., Andersson, A., Wiberg, J., Ülker-Kaustell, M., Pacoste, C., Karoumi, R. 2010. Höghastighetsprojekt – Bro, delrapport I: Inledande inventering av erfarenheter och befintliga krav vid dimensionering av järnvägsbroar för farter över 200 km/h. KTH/BKN/R-139-SE
  • [7]Andersson, A., 2007. Gamla Årstabron, Sammanställning av beräkningar avseende förstärkningar av betongbågarna. KTH/BKN/R-105-SE.
  • [6]Andersson, A., 2007. Gamla Årstabron, FEM-beräkningar av 3-ledsbågarnas verkningssätt och inverkan på förstärkningsåtgärder. KTH/BKN/R-104-SE.
  • [5]Sundquist, H., Karoumi, R., Andersson, A., Enckell, M., Malm, R., Wiberg., J., Ülker-Kaustell, M., Carlsson, F., Plos, M., Enochsson, O., Täljsten, B., 2007. Modern mät- och övervakningsmetodik för bedömning av befintliga broar. KTH/BKN/R-111-SE.
  • [4]Andersson, A., 2006. Gamla Årstabron, FEM-beräkning av förstärkningsåtgärders inverkan på betongbågarna. KTH/BKN/R-101-SE.
  • [3]Andersson, A., Sundquist H., 2006. Utvärdering av krafter i Älvsborgsbron genom dynamisk mätning och analys. KTH/BKN/R-98-SE.
  • [2]Karoumi, R., Andersson, A., 2006. Load Testing of the New Svinesund Bridge: Presentation of results and theoretical verification of bridge behavior. KTH/BKN/R-96-SE.
  • [1]Andersson, A., Sundquist, H., 2005. Gamla Årstabron, Utvärdering av verkningssätt hos betongvalv genom mätning och FEM-modellering – Etapp 1. Tech. Report 2005:13
Reports, KTH
  • [35]Andersson, A., Karoumi, R., 2023. Long-term monitoring of a railway bridge, book chapter for In2Track3. download
  • [34]Andersson, A., 2023. Björnnäsvägen, results from experimental testing. download
  • [33]Andersson, A., Allahvirdizadeh, R., Albright, A., Montenegro, P., Ferreira, G., Peixer, M., Museros, P., 2023. High speed low cost bridges, In2Track3 S2R-CFM-IP3-01-2020, report D5.6, appendix, deliverables
  • [32]Andersson, A., Theland, F., 2022. Vibroplate compaction tests, summary of dynamic measurements. download
  • [31]Andersson, A., Allahvirdizadeh, R., Zangeneh, A., Silva, R., Ribeiro, D., Ferreira, G., Montenegro, P., Museros, P., 2021. High speed low cost bridges. Background report D5.2.5 for In2Track2, H2020-S2RJU-2018/H2020-S2RJU-CFM-2018, grant agreement 826255. download, deliverables
  • [30]Andersson, A., 2021. Damper characteristics validation, according to IEEE 693-2018 Annex W. download
  • [29]Andersson, A., 2020. Load distribution on railway slab bridges. download
  • [28]Andersson, A., 2020. Experimental tests of viscous dampers. download
  • [27]Andersson, A., 2020. Bryngeån, retrofitting with viscous dampers. download
  • [26]Andersson, A., 2018. Railway bridge dynamics, experimental testing with a novel hydraulic exciter. Part of final report for In2Track. download
  • [25]Andersson, A., 2017. Structural behavior of ballastless track – ballast mat interaction. Commissioned by RockDelta® for the Follo Line project. download
  • [24]Andersson, A., 2017. Railway viaduct PI024, analysis of experimental data, model updating and dynamic simulations. Capacity4Rail, Report D12.3, Chapter 6.4. download
  • [23]Andersson, A., 2014. Broexciterare, förslagsritningar fackverkssträva. Ritningar 2014-05-04 download
  • [22]Andersson, A., 2014. Broexciterare, simulering av förväntad respons I fackverkssträva. PM 2014-10-07 download
  • [21]Andersson, A., 2014. Broexciterare, simulering av förväntad grundrespons. PM 2014-06-06 download
  • [20]Andersson, A., 2014. Broexciterare, simulering av förväntad brorespons. PM 2014-05-29 download
  • [19]Andersson, A., 2014. Dynamic performance of concrete frame bridges. PM 2014-07-14 download
  • [18]Andersson, A., 2013. Bro över Åby älv – preliminära resultat från dynamiska fältmätningar. PM 2013-12-12 download
  • [17]Andersson, A., 2013. Adaptive and semi-active vibration control of railway bridge dynamics. Long Life Bridges, deliverable 1.1, final report from secondment 1.1b download
  • [16]Andersson, A., 2011. PM: Bro över Söderström (km 1+83). Utmattningsanalyser baserat på töjningsmätningar, april-maj 2011. download
  • [15]Andersson, A., Höglund, T., 2011. Load resistance of lightening columns. (Confidential). download
  • [14]Andersson, A., 2010. Globen Skyview, Jämförande beräkningar av påkänning vid rälsbanans upplag (konfidentiell). download
  • [13]Andersson, A., 2009. Gamla Årstabron. Sammanställning av töjningsmätningar utförda 2009-09-24. download
  • [12]Andersson, A., 2009. Gamla Årstabron. Sammanställning av töjningsmätningar utförda 2009-06-23. download
  • [11]Andersson, A., 2009. PM Gamla Årstabron. Sammanställning av töjningsmätningar på båge 11. download
  • [10]Andersson, A., 2008. Bro över Söderström, Instrumenteringsanvisningar för töjningsmätningar. download
  • [9]Andersson, A., 2008. Gamla Årstabron. Förslag till varselgränser under vattenbilning fas 3, undersida båge 2. download
  • [8]Andersson, A., 2007. Gamla Årstabron. Sammanställning av töjningsmätningar utförda 2007-11-07. download
  • [7]Andersson, A., 2007. Gamla Årstabron. Sammanställning av töjningsmätningar utförda 2007-10-17. download
  • [6]Andersson, A., 2007. Gamla Årstabron. Några beräkningar inför fältmätningar 2007. download
  • [5]Andersson, A., 2007. Evaluating cable forces in cable supported bridge using methods of structural vibrations. download
  • [4]Andersson, A., 2006. Dynamic properties of a pedestrian bridge. download
  • [3]Malm, R., Andersson A., 2006. FEM modellering av instabilitetsproblem. download
  • [2]Andersson, A., 2005. Monitoring of the New Svinesund Bridge, Presentation of some measured data from static and dynamic field tests. download
  • [1]Andersson, A., 2005. Dynamic Behaviour of the New Svinesund Bridge, Summary of some dynamic FE-analyses. download
Reports, Trafikverket
  • [90]Andersson, A., 2025. Rävsnäs, bilaga dynamiska analyser (karta), download
  • [89]Andersson, A., 2025. Dynamisk kontroll, Övre bredsand (3500-2507-1), download
  • [88]Andersson, A., 2025. Dynamic analysis of the noise barrier at Norrviken station, download
  • [87]Andersson, A., 2025. PM: Översiktlig dynamisk kontroll av järnvägsbro över Åksjöbäcken (OLE4200) download
  • [86]Andersson, A., 2024. PM: Bro över Håtunaviken, sammanställning av mätningar från platsbesök 2024-12-10 (100-730-1). download
  • [85]Andersson, A., 2024. Noise barrier at Norrviken, dynamic tests with an impact hammer, download
  • [84]Andersson, A., 2024. PM: Översiktlig bärighet av stenvalvsbro vid Gallån (3500-2774-1). download
  • [83]Andersson, A., 2024. PM: Dynamisk kontroll av en fritt upplagd stålbro. download
  • [82]Andersson, A., 2024. Teknisk systemstandard för höghastighetsbanor, bilaga: delprojekt järnvägsbroar, TRV 2021/58875. download
  • [81]Andersson, A., 2023. Dynamic analysis of a three-span bridge download
  • [80]Andersson, A., 2023. Dynamic analysis of a portal frame bridge (3500-4474-1 and 3500-5057-1). download
  • [79]Andersson, A., 2023. PM: Dynamisk kontroll av GC-bro över Vanån i Vansbro (knr 20-1291-1). download
  • [78]Andersson, A., 2023. PM: Dynamisk kontroll av en fackverksbro. download
  • [77]Andersson, A., 2023. Dynamic analysis of simply supported slab bridges. download
  • [76]Andersson, A., 2022. PM: Utmattning av vindlast med delskadeberäkning. download
  • [75]Andersson, A., Arvidsson, T., 2020. Dynamic analysis of load effects for railway bridges on Malmbanan. TRV publ. 2020:138 download
  • [74]Andersson, A., 2018. Dynamisk analys av GC-broar. download
  • [73]Andersson, A., 2018. Förenklad dynamisk analys av rörbro vid Vattjom. download
  • [72]Andersson, A., 2017. PM Bro över Stora Helvetet, samverkan spår-bro. download
  • [71]Andersson, A., 2017. PM Dynamisk respons av rörbroar från höghastighetståg. download
  • [70]Andersson, A., 2016. PM Nya Årstabron, underbrolift. download
  • [69]Andersson, A., 2016. PM Norra Station, statisk och dynamisk analys av ballastmatta. download
  • [68]Andersson, A., 2016. PM Värtabanan, statisk och dynamisk analys av ballastmatta. download
  • [67]Andersson, A., 2016. PM Hallandsåstunneln, analys av mätdata. download
  • [66]Andersson, A., 2016. Dynamiska krafter på kontaktledningsbrygga vid kontaktledningsbrott.
  • [65]Andersson, A., 2015. PM Dynamisk kontroll, GC-bro Vasavägen. download
  • [64]Andersson, A., 2015. PM Dynamisk förstoringsfaktor från tåglast på bullerskyddsskärm. download
  • [63]Andersson, A., 2015. PM Utmattning av vindlast mot bullerskyddsskärm. download
  • [62]Andersson, A., 2015. PM Dynamik respons hos ballastfria spårsystem. download
  • [61]Andersson, A., 2015. Järnvägsbro 3500-1587-1 Ljungan vid Alby, Utmattningsanalyser baserat på mätningar och FEM. download
  • [60]Lindberg, L., Färnlöf, L., Forslund, A., Andersson, A., Axelsson, M., Bergwall, A., Loorents, K-J., 2015. Mid-term review report, WG HSR.
  • [59]Andersson, A., 2014. PM Översiktlig inventering av järnvägsbroar för transformatortransport Q73 med stax 22.5. download
  • [58]Andersson, A., 2014. PM Rämshyttan tunnel, inverkan av stödsättning. download
  • [57]Andersson, A., 2013. PM Citybanan utmattningsrisk av räler vid olika upplagsstyvheter. download
  • [56]Andersson, A., 2013. PM Södertunneln, spänningsanalyser avseende håltagning I monolit 322b. download
  • [55]Andersson, A., 2013. PM Rämshyttan tunnel, spänningsberäkningar för håltagning. download
  • [54]Andersson, A., 2013. PM Förbifart Stockholm, Statisk och dynamisk bärförmåga av betongplattor – underlag för provning. download
  • [53]Andersson, A., 2013. PM Förbifart Stockholm, Respons av nedfallande bergblock på innertak i tunnel. download
  • [52]Andersson, A., 2013. Fundament till bullerskärm, snittkrafter i ”linjalbalk”. download
  • [51]Andersson, A., 2013. Citybanan, spårdynamiska beräkningar avseende fordonskomfort av variabel styvhet i underbyggnad. download
  • [50]Andersson, A., 2011. PM Söderströmstunneln: Några beräkningar avseende krafter på ballastfritt spår. download
  • [49]Andersson, A., 2011. Spänningsanalys av spännankare. download
  • [48]Andersson, A., 2011. Översiktlig bärighetsanalys av två valvbroar. download
  • [47]Andersson, A., 2011. Numerisk analys av deformationer och spänningar i ballastfria spårsystem. download
  • [46]Andersson, A., 2011. PM Översiktlig beräkning av lasteffekt avseende tre fackverksbroar på bandel 331. download
  • [45]Andersson, A., 2011. PM Utredning av malmtransport mellan Grängesberg och Oxelösund – Teknikområde Bro. download
  • [44]Andersson, A., 2011. Inledande analyser av dynamiskt verkningssätt för ballastfria spårkonstruktioner. Teknisk rapport. download
  • [43]Andersson, A., 2010. PM Översiktlig bärighetsberäkning av valvbroar inom LDS. download
  • [42]Andersson, A., 2010. Järnvägsbro över Söderström, spänningsanalyser och utmattnings­beräkningar avseende förstärkningsförslag. download
  • [41]Andersson, A., 2010. PM Lasteffekt Hamrangeån. download
  • [40]Andersson, A., 2010. PM översiktlig bärighetsberäkning av tre valvbroar på Ostkustbanan. download
  • [39]Andersson, A., 2010. PM gamla Årstabron, beräkningar nolledsbågarna. download
  • [38]Andersson, A., 2010. PM gamla Årstabron, beräkningar 3-ledsbågarna. download
  • [37]Andersson, A., 2010. PM Lasteffekt Vindelälven. download
  • [36]Andersson, A., 2010. PM Riddarholmstunneln, last av mobilkran på tunneltak. download
  • [35]Andersson, A., 2010. Simulering av nedfallande bergblock. download
  • [34]Andersson, A., 2010. PM: Ballastfritt spår på järnvägsbroar. download
  • [33]Andersson, A., 2010. PM Innertak i Graveforstunnlarna, lastkapacitet mot fallande bergblock. download
  • [32]Andersson, A., 2010. Järnvägstunneln i Rämshyttan. Teoretiska analyser av innertakens bärförmåga mot fallande bergblock. download
  • [31]Andersson, A., 2010. PM Citybanan, Spänningsanalys pålhuvud. download
  • [30]Andersson, A., 2009. Citybanan, Beräknings PM: Gångdynamik vid skyddsport av spårinfästning. download
  • [29]Andersson, A., 2009. Citybanan, lastkapacitet kabelränna. download
  • [28]Andersson, A., 2009. Söderströmstunneln, FE-analys av vibrationsnivåer. download
  • [27]Andersson, A., 2009. Citybanan, PM Betongtunnel under Maria kyrka, några jämförande beräkningar. download
  • [26]Andersson, A., 2009. Beräknings PM: bro över Tegnergatan, bdl 349, km 109+499. download
  • [25]Andersson, A., 2009. Beräknings PM: Översiktlig bärighetsanalys vägport vid Köpetorp. download
  • [24]Andersson, A., 2009. Beräknings PM: Översiktlig bärighetsanalys av broar vid Kumla. download
  • [23]Andersson, A., 2009. Citybanan, PM Släntstabilitet Söder Mälarstrand, några FE-analyser. download
  • [22]Andersson, A., 2008. Södertälje klaffbro – FE-analys av pelare B. download
  • [21]Andersson, A., 2008. PM Graveforstunnlarna, beräkningar och analyser av provningar. download
  • [20]Andersson, A., 2008. PM innertak i Graveforstunnlarna, statisk bärförmåga med förhöjda materialvärden. download
  • [19]Andersson, A., 2008. Gamla Årstabron, beräkningar avseende inverkan av tvärstag. download
  • [18]Andersson, A., 2008. PM Innertak i Graveforstunnlarna, inverkan av statisk bärförmåga p.g.a. håltagning. download
  • [17]Andersson, A., 2008. Bärförmåga hos gårdsbjälklag, Karlbergsvägen 18. download
  • [16]Andersson, A., 2008. Strängnästunneln, lufttrycksmätningar vid anslutande räddningstunnlar. download
  • [15]Andersson, A., 2007. PM Gamla Årstabron, Några jämförande beräkningar avseende nolledsbågarna. download
  • [14]Andersson, A., 2006. Citybanan, Vibrationsdämpning, Några FE-beräkningar av vibrationsdämpningar i tunnel. download
  • [13]Andersson, A., Eriksson-Vanke, B., 2005. Citybanan, Branddimensionering av betong, berg och stålkonstruktioner för Citybanan i Stockholm. T1-0903-0305-07_Rapport01. download
  • [12]Andersson, A., 2005. Citybanan, Söderströmstunneln, FE-analys av påseglingslast. download
  • [11]Andersson, A., 2005. Citybanan, Explosionslaster, Beräkning av explosionslaster – Station Odenplan. download
  • [10]Andersson, A., 2005. Vägbro Degerön, Spänningsberäkningar. download
  • [9]Andersson, A., 2005. Bro över Norrström, FE-beräkning av stöd 2. download
  • [8]Andersson, A., 2005. Bro över Glomman. Bärighetsberäkningar. download
  • [7]Andersson, A., 2005. Betonginjekterad stålpåle i berg. download
  • [6]Andersson, A., 2005.Explosionslaster, beräkning av lokala explosionslaster och genomstansning. download
  • [5]Andersson, A., 2004. Citybanan, Explosionslaster, Några jämförande beräkningar med finita elementmetoder på armerade betongbalkar utan skjuvarmering. download
  • [4]Andersson, A., 2004. Skyddsräl nya Årstabron, kompletterande konstruktionsberäkningar. download
  • [3]Andersson, A., 2004. Uppsala bangård, Bro över Centralpassagen. (spänningsanalyser förtagning i betongplatta). download
  • [2]Andersson, A., 2004. Bro över Norsabäcken, km 142+620, Tvärkraftsberäkningar. download
  • [1]Andersson, A., 2004. Dynamisk inverkan av Sylodyn-dämpning på gamla Årstabron, finita element betraktelse av kontaktproblem mellan räls och fordon. download
Teaching
PhD Students
  • 2023 - 2025
    Co-supervisor, Railway bridge dynamics, train-track-bridge interaction. Ph.D. Student Jonathan Stenberg, main supervisor Prof. Raid Karoumi, lic 2025
  • 2022 -
    Co-supervisor, Railway bridge dynamics, soil-structure interaction. Ph.D. Student Seyed Amin Hosseini Tehrani, main supervisor Prof. Jean-Marc Battini, lic 2024, KTH, Google Scholar
  • 2020 -
    Trafikverkets project coordinator, Characterisation of dynamic loads on noise barriers, part 1 (TRV 2020/87252) and part 2 (TRV 2024/132497). PhD-student Dongyun Liu (LTU), main supervisor Dr. Chao Wang. link, lic 2023
  • 2020 - 2025
    Reference group member, Numerical modeling of transition zones in high-speed railways. PhD-student Alireza Ahmadi, main supervisor Prof. Stefan Larsson, co-supervisor Dr. Carl Wersäll, lic 2023, PhD 2025, KTH, Google Scholar
  • 2019 - 2024
    Co-supervisor, Railway bridge dynamics, reliability-based assessment methods. Ph.D. Student Reza Allahvirdizadeh, main supervisor Prof. Raid Karoumi, lic 2021, PhD 2024, KTH, ResearchGate, Google Scholar
  • 2019 - 2023
    Co-supervisor, Footbridge dynamics (BBT 2017-004 and BBT 2020-023). Ph.D. Student Daniel Colmenares, main supervisor Prof. Raid Karoumi, lic. 2021, PhD 2023, KTH, ResearchGate, Google scholar
  • 2018 - 2021
    Co-supervisor, Railway bridge dynamics, soil-structure interaction. Ph.D. Student Abbas Zangeneh Kamali, main supervisor Adj. Prof. Costin Pacoste, lic. 2018, PhD 2021, KTH, ResearchGate, Google Scholar
  • 2017 - 2022
    Reference group member, Noise from ballastless tracks. PhD-student Jannik Theyssen (Chalmers), main supervisor Prof. Wolfgang Kropp, co-supervisor Dr. Astrid Pieringer, lic 2020, PhD 2022, link, Google Scholar
  • 2016 - 2021
    Trafikverkets project coordinator. Design criteria for ballastless tracks (TRV 2016/106786). PhD-student Emil Aggestam (Chalmers), main supervisor Prof. Jens Nielsen, lic 2018, PhD 2021, link, Google Scholar
  • 2016 - 2020
    Co-supervisor, Railway bridge dynamics, soil-structure Interaction. Ph.D. Student Johan Lind Östlund, main supervisor Prof. Jean-Marc Battini, lic. 2020, KTH, ResearchGate, Google Scholar
  • 2016 - 2018
    Co-supervisor, Dynamic response of pedestrian bridges due to vertical human-structure interaction. Ph.D. Student Emma Zäll, main supervisor Prof. Raid Karoumi, lic. 2018, ResearchGate
  • 2016 - 2018
    Co-supervisor, Railway bridge dynamics, train-track-bridge interaction. Ph.D. Student Therese Arvidsson, main supervisor Prof. Raid Karoumi, lic. 2014, PhD 2018, ResearchGate, Google Scholar
  • 2014 - 2021
    Co-supervisor, Viscous dampers for vibration mitigation on railway bridges. Ph.D. Student Sarah Tell, main supervisor Prof. Raid Karoumi, lic. 2017, PhD 2021, ResearchGate
Supervised Master Theses
  • [22]
    Bengtsson, A., Nexén, O., 2025. Dynamic analysis of portal frame bridges for high-speed railway traffic. ABE-MBT-25366
  • [21]
    Masri, Y., Baghdy, Y., 2024. Load carrying capacity assessment of stone masonry arch bridges. ABE-MBT-24518
  • [20]
    Asaad, M., 2023. Improved Bridge Load Capacity via Dynamic Train-Track-Bridge Interaction, assessing the dynamic amplification factor caused by measured track irregularities for rail freight transport. ABE-MBT-23565
  • [19]
    Nolinder, M., 2023. Analysis of combined response of railway bridge and track, a parametric finite element model of the bridge across Bryngeån. ABE-MBT-23477
  • [18]
    Çiku, A., Gavriliuc, V., 2022. Spectral density approach for dynamic analysis of high-speed railway bridges. ABE-MBT-22451
  • [17]
    Elm-Dahlman, R., Lundberg, E., 2021. Parametric Studies of Train-Track-Bridge Interaction, An evaluation of the dynamic amplification due to rail irregularities for freight transport. ABE-MBT-21528
  • [16]
    Ljung, J., 2019. Parametric Studies of Soil-Steel Composite Bridges for Dynamic Loads, a Frequency Domain Approach using 3D Finite Element Modelling. ABE-MBT-19441
  • [15]
    Barenys, A.A., Thomas, J., 2016. Evaluation of 3D dynamic effects induced by high-speed trains on double-track slab bridges. BKN/EX-487-SE
  • [14]
    Östlund, J., 2016. Soil-structure interaction of end-frames for high-speed railway bridges. BKN/EX-484-SE
  • [13]
    Sánchez, D.M., Nikolić, M., 2016. Comparison of ballasted and ballastless bridges for high speed trains. BKN/EX-481-SE
  • [12]
    Borg, R., Dymén, O., 2015. Pilot Testing of a Hydraulic Bridge Exciter. BKN/EX-460-SE (nominated to ByggOpus, 2016)
  • [11]
    Aagah, O., Aryannejad, S., 2014. Dynamic analysis of soil-steel composite railway bridges, FE-modeling in Plaxis. BKN/EX-436-SE
  • [10]
    Woll, J., 2014. Soil Steel Composite Bridges for High-Speed Railways, 2D FEM-analysis of the Björnbo Bridge. BKN/EX-421-SE
  • [9]
    Nuno, K., 2013. Damage detection of a Steel Truss Bridge Using Frequency Response Function Curvature Method. BKN/R-148-SE
  • [8]
    Hansson, D., 2013. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements, Case of a continuous slab bridge with angled supports. BKN/EX-398-SE
  • [7]
    Bornet, L., 2013. Numerical and experimental analyses of a truss bridge. BKN/EX-383-SE (Awarded with Rambölls Prize for best MSc-Thesis in Bridge Engineering, 2013)
  • [6]
    Mellat, P., 2012. Dynamic analysis of soil-steel composite bridges for railway traffic, Case study of a bridge in Märsta, using field measurements and FE-Analysis. BKN/EX-373-SE
  • [5]
    Gillet, G., 2010. Simply supported composite railway bridges, a comparison of ballasted and ballastless alternatives. BKN-EX-306-SE
  • [4]
    Janhunen, T., Mikus, M., 2010. Dynamisk analys och utmattningskontroll med hjälp av fältmätningar och FEM. BKN-EX-298-SE
  • [3]
    Thylén, C., 2009. Förenklad numerisk analys av hängbroars verkningssätt. BKN/EX-275-SE
  • [2]
    Bjurström, H., Lasell, J., 2009. Capacity assessment of a single span arch bridge with backfill. BKN/EX-271-SE
  • [1]
    Eklund, A., 2006. Measurement and Evaluation of cable Forces in the Älvsborg Bridge. BKN/EX-235-SE
Courses
  • FAF3201
    Advanced Structure Dynamics, Modelling and Measurements (7.5 ECTS, 3rd cycle), Responsible for field tests VT11, VT15, VT19. Lecture on railway bridge dynamics VT24.
  • AF2024
    Finite Element Methods in Analysis and Design (7.5 ECTS, 2nd cycle), assistant HT11, VT13-VT16, VT18, coordinator VT13-VT16, VT18-VT25
  • AF2203
    Bridge Design, Advanced Course (7.5 ECTS, 2nd cycle), assistant HT08, HT13
  • AF2012
    Civil Engineering Project Course (15 ECTS, 2nd cycle), assistant VT07-VT10
  • AF1002
    Buildings and Civil Engineering Structures (7.5 ECTS, 1st cycle), assistant VT05-VT11
Experimental testing
  • 2026-02GC-bro Södertälje "B56 gångbro blindtarmen". Impact hammer testing.
  • 2025-06Strångsjö VP, NSP/USP (3500-256-1 and 3500-256-2). Slab bridge and portal frame bridge, long-term monitoring system with 4 strain gauges and 6 accelerometers.
  • 2025-06Hårestorp (3500-5621-1), Soil-steel composite bridge, measured acceleration during train passages and impact hammer tests.
  • 2025-06Södra Örsjö (3500-5149-1), Soil-steel composite bridge, measured acceleration during train passages and impact hammer tests.
  • 2024-12Bro över Håtunaviken vid Erikssund i Sigtuna (100-730-1), dynamic testing using an impact hammer and passing cars.
  • 2024-11Shake-table test (BAM, Berlin), dynamic testing of ballast. Part of InBridge4EU/WP5, coordinated by Dr.-Ing. Matthias Baeßler.
  • 2024-09Trough bridge (LTU, Luleå). Dynamic testing using an impact hammer and a hydraulic actuator. link
  • 2024-06Footbridge at Fysikcentrum (180-11952-1), Dynamic tests with walking pedestrians.
  • 2024-06Noise barrier at Norrviken (100-2416-4). Dynamic testing using an impact hammer.
  • 2023-12Trough bridge (LTU, Luleå). Dynamic testing using an impact hammer. link
  • 2023-10Strångsjö VP, NSP/USP (3500-256-1 and 3500-256-2). Slab bridge and portal frame bridge, impact hammer tests and dynamic response from passing trains using a trigger system.
  • 2023-07Bro över Björnnäsvägen, Roslagsbanan (30-12627-1). Portal frame bridge, impact hammer tests and dynamic response from passing trains using a trigger system.
  • 2023-03Footbridge, Tinnerbäcken (Linköping). Vibration testing during construction of a timer footbridge.
  • 2021-09Vibratory plate compaction, (Älvnäs, Ekerö). Dynamic testing of vibro-compactor and dynamic measurements for SASW.
  • 2021-08Footbridge, Stela Bru (Hamar, Norway). Vibration testing during construction of a timer footbridge.
  • 2021-08Footbridge at Brumunda (Hamar, Norway). In-service vibration testing of a timer footbridge.
  • 2021-06Bryngeån (3500-5288-1), Steel-concrete composite bridge, measured acceleration during train passages and forced vibration tests, with and without external viscous dampers. Installation of long-term monitoring system.
  • 2020-09Bryngeån (3500-5288-1), Steel-concrete composite bridge, measured acceleration during train passages and forced vibration tests, with and without external viscous dampers.
  • 2020-06Banafjälsån (3500-5338-1), Steel-concrete composite bridge, measured acceleration during train passages and forced vibration tests.
  • 2020-06Bryngeån (3500-5288-1), Steel-concrete composite bridge, measured acceleration during train passages and forced vibration tests.
  • 2020-06Sidensjövägen (3500-5689-1), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2020-06Södra Kungsvägen (3500-5791-1), Portal frame bridge, measured acceleration during train passages and forced vibration tests.
  • 2020-06Norra Kungsvägen (3500-5793-1), Portal frame bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-06Taxinge, Mariefred (3500-4253-1/2), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-06Sveavägen, Eskilstuna (3500-4268-1), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-06Vasavägen, Eskilstuna (3500-4452-1), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-06Footbridge at Fysikcentrum (180-11952-1), Dynamic tests with walking pedestrians.
  • 2019-06Hästhovsgatan, Västerås (3500-2940-1/2), Simply supported concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-05Bodavägen, Enköping (3500-4477-1/2), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-05Fanna, Enköping (3500-4565-1/2), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-05Gesällgatan, Enköping (3500-2931-1/2), Portal frame bridge, measured acceleration during train passages and forced vibration tests.
  • 2019-05Enköpingsvägen i Bålsta (3500-4482-1/2), Continuous concrete bridge, measured acceleration during train passages and forced vibration tests.
  • 2018-09Södra Örsjö (3500-5149-1), Soil-steel composite bridge, measured strain, displacement and acceleration during train passages and forced vibration tests.
  • 2018-09Hårestorp (3500-5621-1), Soil-steel composite bridge, measured strain, displacement and acceleration during train passages and forced vibration tests.
  • 2017-09The Märsta Bridge (3500-4538-1), Soil-steel composite bridge, measured strain, displacement and acceleration during train passages and forced vibration tests.
  • 2017-02Footbridge at Barkarby (9826-14-450), Dynamic tests with pedestrians.
  • 2016-06Dynamic tests on a hollow core slab deck, (at Contiga Norrtälje).
  • 2015-10Degermyran (3500-5772-1), Full-scale dynamic tests of a portal frame railway bridge, using a hydraulic bridge exciter.
  • 2015-10Faresmyran (3500-5302-1), Full-scale dynamic tests of a portal frame railway bridge, using a hydraulic bridge exciter.
  • 2015-09Aspan (3500-5778-1), Full-scale dynamic tests of a concrete railway bridge, using a hydraulic bridge exciter.
  • 2015-09Footbridge at Barkarby (9826-14-450), Dynamic tests with walking pedestrians.
  • 2015-06Footbridge at Fysikcentrum (180-11952-1), Dynamic tests with walking pedestrians.
  • 2015-06Pershagen (3500-4289-1), Full-scale dynamic tests of a concrete railway bridge, using a hydraulic bridge exciter.
  • 2014-06Concrete slabs with shotcrete. Static (ULS) and dynamic (impact) load tests.
  • 2013-08Åby älv (3500-1940-1), Dynamic full-scale testing of a steel truss bridge, using a rotating mass exciter.
  • 2012-11Ljungan vid Alby (3500-1587-1), Measured strain and acceleration of hangers on a tied-arch railway bridge. Full-scale test of a TMD-system.
  • 2012-09Development of a bi-directional multi-passive tuned mass damper. Experimental testing at Trinity College Dublin, Ireland.
  • 2011-06Footbridge at Fysikcentrum (180-11952-1), Dynamic tests with walking pedestrians.
  • 2011-05The Söderström Bridge (3500-4065-1), Strain measurements of a steel grillage railway bridge, for fatigue assessment, hot-spot method, before and after geometric improvement.
  • 2010-12The Söderström Bridge (3500-4065-1), Strain measurements of a steel grillage railway bridge, for fatigue assessment, setup II.
  • 2010-05The Märsta Bridge (3500-4538-1), Soil-steel composite bridge, measured strain, displacement and acceleration during train passages.
  • 2009-12The Märsta Bridge (3500-4538-1), Soil-steel composite bridge, measured strain, displacement and acceleration during train passages.
  • 2008-08The Söderström Bridge (3500-4065-1), Strain measurements of a steel grillage railway bridge, for fatigue assessment, setup I.
  • 2007-12The Strängnäs railway tunnel (100-98-1), Measured air-pressure from passing trains and vibrations on an emergency door.
  • 2006-10Footbridge at Fysikcentrum (180-11952-1), Dynamic tests with walking pedestrians.
  • 2006-07Tidan vid Vad (3500-618-1) and Ösan vid Åkelby (3500-625-1), Measured acceleration and end-rotations of two railway bridges during high-speed train passages (Gröna Tåget).
  • 2006-03The Älvsborg Bridge (14-614-1), Vibration measurements of a suspension bridge, detailed measurements of hangers.
  • 2005-10The Älvsborg Bridge (14-614-1), Vibration measurements of a suspension bridge, to determine the dynamic performance and cable forces.
  • 2005-2011The old Årsta railway Bridge (3500-15-1), Strain measurements on a concrete arch bridge with backfill. In total 25 different measurement setups, for model calibration and verification before, during and after strengthening.
  • 2005-05The Svinesund Bridge (14-1319-1) Load testing of a concrete arch bridge.
  • 2003-06Ljungan vid Alby (3500-1587-1), Measured strain and acceleration of hangers on a tied-arch railway bridge.

Last updated 2026-02-05