Publications by Andréas Andersson
Peer reviewed
Articles
[1]
G. Ferreira et al., "Critical analysis of the current Eurocode deck acceleration limit for evaluating running safety in ballastless railway bridges," Engineering structures, vol. 312, 2024.
[2]
S. A. H. Tehrani et al., "Dynamic soil–structure interaction of a three-span railway bridge subject to high-speed train passage," Engineering structures, vol. 301, 2024.
[3]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Partial safety factor calibration using surrogate models : An application for running safety of ballasted high-speed railway bridges," Probabilistic Engineering Mechanics, vol. 75, 2024.
[4]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Probabilistic Dynamic Design Curves Optimized for High-Speed Reinforced Concrete Railway Bridges Using First-Order Reliability Method," International Journal of Structural Stability and Dynamics, 2024.
[5]
S. A. H. Tehrani et al., "Simplified soil-structure interaction modeling techniques for the dynamic assessment of end shield bridges," Engineering structures, vol. 319, 2024.
[6]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Surrogate-assisted investigation on influence of epistemic uncertainties on running safety of high-speed trains on bridges," Probabilistic Engineering Mechanics, vol. 75, 2024.
[7]
D. Colmenares, A. Andersson and R. Karoumi, "An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system," Structures, vol. 57, pp. 105160, 2023.
[8]
A. Albright, J.-M. Battini and A. Andersson, "Dynamic soil-structure interaction of a single-span railway bridge, forced vibration testing and simulation," Structure and Infrastructure Engineering, pp. 1-10, 2023.
[9]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Improved dynamic design method of ballasted high-speed railway bridges using surrogate-assisted reliability-based design optimization of dependent variables," Reliability Engineering & System Safety, vol. 238, 2023.
[10]
A. Silva et al., "New Contributions for Damping Assessment on Filler-Beam Railway Bridges Framed on In2Track EU Projects," Applied Sciences, vol. 13, no. 4, 2023.
[11]
D. Colmenares, A. Andersson and R. Karoumi, "Closed-form solution for mode superposition analysis of continuous beams on flexible supports under moving harmonic loads," Journal of Sound and Vibration, vol. 520, pp. 116587, 2022.
[12]
P. Museros et al., "Dynamic behaviour of bridges under critical articulated trains : Signature and bogie factor applied to the review of some regulations included in EN 1991-2," Proceedings of the Institution of mechanical engineers. Part F, journal of rail and rapid transit, vol. 235, no. 5, pp. 655-675, 2021.
[13]
S. Rådeström et al., "Probability-based evaluation of the effect of fluid viscous dampers on a high-speed railway bridge," Structure and Infrastructure Engineering, vol. 17, no. 12, pp. 1730-1742, 2021.
[14]
S. Tell et al., "Real-time hybrid testing for efficiency assessment of magnetorheological dampers to mitigate train-induced vibrations in bridges," International Journal of Rail transportation, pp. 1-20, 2021.
[15]
C. Shi et al., "Analysis on dynamic performance of different track transition forms using the discrete element/finite difference hybrid method," Computers & structures, vol. 230, 2020.
[16]
M. D. L. D. Martínez-Rodrigo et al., "Resonance and cancellation phenomena in two-span continuous beams and its application to railway bridges," Engineering structures, vol. 222, no. 1, pp. 111103, 2020.
[17]
J. Lind Östlund et al., "The Influence of Model Assumptions on the Dynamic Impedance Functions of Shallow Foundations," International Journal of Civil Engineering, vol. 18, no. 11, pp. 1315-1326, 2020.
[18]
T. Arvidsson, A. Andersson and R. Karoumi, "Train running safety on non-ballasted bridges," International Journal of Rail transportation, vol. 7, no. 1, pp. 1-22, 2019.
[19]
A. Zangeneh et al., "Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing," Engineering structures, vol. 159, pp. 299-309, 2018.
[20]
S. Rådeström et al., "Application of fluid viscous dampers to mitigate vibrations of high-speed railway bridges," International Journal of Rail transportation, vol. 5, no. 1, pp. 47-62, 2017.
[21]
L. Bornet et al., "Influence of the ballasted track on the dynamic properties of a truss railway bridge," Structure and Infrastructure Engineering, vol. 11, no. 6, pp. 796-803, 2015.
[22]
A. Andersson, A. O'Connor and R. Karoumi, "Passive and Adaptive Damping Systems for Vibration Mitigation and Increased Fatigue Service Life of a Tied Arch Railway Bridge," Computer-Aided Civil and Infrastructure Engineering, vol. 30, no. 9, pp. 748-757, 2015.
[23]
C. Johansson et al., "A methodology for the preliminary assessment of existing railway bridges for high-speed traffic," Engineering structures, vol. 58, pp. 25-35, 2014.
[24]
P. Mellat et al., "Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways - field measurements and FE-analysis," Engineering structures, vol. 69, pp. 49-61, 2014.
[25]
J. Leander, A. Andersson and R. Karoumi, "Monitoring and enhanced fatigue evaluation of a steel railway bridge," Engineering structures, vol. 32, no. 3, pp. 854-863, 2010.
[26]
R. Malm and A. Andersson, "Field testing and simulation of dynamic properties of a tied arch railway bridge," Engineering structures, vol. 28, no. 1, pp. 143-152, 2006.
Conference papers
[27]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "A framework recommendation for updating running safety design criteria of non-ballasted railway bridges using statistical investigations," in Proceedings 12th European Conference on Structural Dynamics (EURODYN 2023), 2024, p. 102008.
[28]
C. Shi et al., "DEM Analysis of Lateral Sleeper Resistance : Effect of Sleeper-Ballast Interaction and Aggregate Friction," in Railways 2024, 2024.
[29]
S. A. Hosseini Tehrani et al., "Dynamic soil-structure interaction of a continuous railway bridge," in Eurodyn 2023 : Proceedings XII International Conference on Structural Dynamics (Eurodyn 2023), 2024, p. 102007.
[30]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Applicability of meta-model assisted reliability assessment for dynamic problems: a comparison between regression-based methods," in Proceedings 14th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP14, 2023.
[31]
D. Colmenares et al., "Full-scale tests of a lightweight footbridge : The Folke Bernadotte Bridge," in Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems : Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022, 2023, pp. 766-771.
[32]
R. Allahvirdizadeh, R. Karoumi and A. Andersson, "Ensemble Meta-Models for Running Safety Assessment ofHigh-Speed Railway Bridges Considering Soil-StructureInteraction Effects," in The 13th International Conference on Structural Safety and Reliability (ICOSSAR 2021-2022), 2022.
[33]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Estimating Running Safety Factor of Ballastless Railway Bridges Using Tail Modelling," in Acta Polytechnica CTU Proceedings, 2022, pp. 25-32.
[34]
A. Andersson, "Experimental Testing of a Railway Bridge with Near Viscous Dampers," in ICCES 2022 : The 28th International Conference on Computational & Experimental Engineering and Sciences, 2022.
[35]
D. Colmenares et al., "Pedestrian bridge evaluation and modelling subjected to running load cases," in Footbridge Madrid 2021 International Conference, 2021.
[36]
R. Allahvirdizadeh, R. Karoumi and A. Andersson, "Surrogate-assisted versus subset simulation-based stochastic comparison between running safety and passenger comfort design criteria of high-speed railway bridges," in Proceedings of the31st European Safety and Reliability Conference(ESREL 2021), 2021, pp. 3334-3341.
[37]
A. Andersson and T. Arvidsson, "Train-track-bridge interaction to allow for increased axle loads on iron ore lines," in Proceedings of the Second International Conference on Rail Transportation, 2021.
[38]
D. Colmenares, A. Andersson and R. Karoumi, "Closed-form solution of the response of single pedestrian induced load for clamped-clamped bridges," in Proceedings EURODYN 2020, XI International Conference on Structural Dynamics, 2020.
[39]
P. Museros, A. Andersson and R. Karoumi, "Dynamic effect of trains with articulated coaches and Jacobs bogies with integer wheelbase ratios," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 2646-2657.
[40]
A. Andersson and R. Karoumi, "Dynamic response of corrugated steel culverts for railway lines," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 1613-1624.
[41]
A. Zangeneh et al., "Dynamic soil-structure interaction in resonant railway bridges with integral abutments," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 1625-1633.
[42]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Reliability Assessment of the Dynamic Behavior of High-Speed Railway Bridges Using First Order Reliability Method," in Proceedings of the 11th International Conference on Structural Dynamics,, 2020, pp. 3438-3450.
[43]
J. Lind Östlund et al., "The effects of model assumptions on the dynamic impedance functions of a shallow foundation," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 2868-2881.
[44]
S. Tell et al., "Real-time hybrid simulation of a bridge-damper system," in Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications: Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC 2019), September 2-4, 2019, Cape Town, South Africa, 2019, pp. 1810-1813.
[45]
A. Andersson et al., "Full-Scale Dynamic Testing of a Railway Bridge Using a Hydraulic Exciter," in EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, pp. 354-363.
[46]
E. Aggestam et al., "Multi-objective design optimisation of transition zones between different railway track forms," in Proceedings of the 11th International Conference on Contact Mechanics and Wear of Rail/wheel Systems, CM 2018, 2018, pp. 1-6.
[47]
A. Andersson and R. Karoumi, "A soil-steel bridge under high-speed railways," in Archives of Institute of Civil Engineering, 2017, pp. 45-52.
[48]
E. Zäll et al., "An efficient approach for considering the effect of human-structure interaction on footbridges," in X International Conference on Structural Dynamics, EURODYN 2017, 2017, pp. 2913-2918.
[49]
J. Östlund et al., "Considering dynamic soil-structure interaction in design of high-speed railway bridges," in X International Conference on Structural Dynamics, EURODYN 2017, 2017, pp. 2384-2389.
[50]
A. Zangeneh et al., "Dynamic Stiffness Identification of Portal Frame Bridge-Soil System using Controlled Dynamic Testing," in X International Conference on Structural Dynamics, EURODYN 2017, 2017, pp. 1062-1067.
[51]
T. Arvidsson et al., "Influence of Sleeper Passing Frequency on Short Span Bridges : Validation against Measured Results," in First International Conference on Rail Transportation, Chengdu, China, July 10-12, 2017.
[52]
E. Zäll et al., "The effect of runners on footbridges - a case study," in Proceedings Footbridge Conference 2017, 2017.
[53]
Ü.-K. Mahir, J. Östlund and A. Andersson, "Current research and development in bridges for high-speed railways in Sweden," in IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, pp. 2487-2494.
[54]
P. Cahill et al., "Detection of train passages during forced vibration testing of bridge structure using energy harvesting technology," in The Civil Engineering Research in Ireland 2016 (CERI2016) : 2016, 29th - 30th August Civil Engineering Research in Ireland 2016, 2016.
[55]
E. Zäll et al., "Evaluation of load model for crowd-induced vibrations of footbridges," in IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, pp. 65-72.
[56]
A. Andersson and R. Karoumi, "Dynamics of railway bridges, analysis and verification by field tests," in EVACES'15, 6th International Conference On Experimental Vibration Analysis For Civil Engineering Structures, 2015.
[57]
A. Andersson et al., "Pilot testing of a hydraulic bridge exciter," in EVACES'15, 6th International Conference on Experimental Vibration Analysis For Civil Engineering Structures, 2015, p. 02001.
[58]
A. Andersson, R. Karoumi and A. O'Connor, "Development of a multi-passive tuned mass damper, theory and experiments," in Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, 2014, pp. 1551-1556.
[59]
L. Bornet et al., "Influence of the ballasted track on the dynamic properties of a truss railway bridge," in CST 2014- Twelfth International Conference on Computational Structures Technology, Naples, Italy 2-5 Sept 2014, 2014.
[60]
A. Andersson, J. Leander and R. Karoumi, "Extending the fatigue service life of a railway bridge by local approaches," in International IABSE Conference, Rotterdam May 6 - 8, 2013 Assessment, Upgrading and Refurbishment of Infrastructures, 2013.
[61]
A. Andersson, R. Karoumi and A. O'Connor, "External damping of stay cables using adaptive and semi-active vibration control," in Proceedings of the 8th International Cable Supported Bridge Operators Conference, 2013.
[62]
A. Andersson, "Load capacity assessment and strengthening of a railway arch bridge with backfill," in International IABSE Conference, Rotterdam May 6 - 8, 2013 Assessment, Upgrading and Refurbishment of Infrastructures, 2013.
[63]
A. Andersson, R. Karoumi and A. O'Connor, "Vibration mitigation of railway bridges using adaptive damping control," in Assessment, Upgrading and Refurbishment of Infrastructures, 2013.
[64]
A. Andersson and R. Karoumi, "Attenuating resonant behavior of a tied arch railway bridge using increased hanger damping," in Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, 2012, pp. 2572-2577.
[65]
A. Andersson, H. Sundquist and R. Karoumi, "Full Scale Tests and Structural Evaluation of Soil-Steel Flexible Culverts for High-Speed Railways," in Second European conference on Buried Flexible Steel structures Rydzyna April 23rd – 24th 2012, 2012.
[66]
A. Andersson, R. Karoumi and A. O'Connor, "Semi-active damping systems for railway bridges," in Bridge and Concrete Research in Ireland, 6-7 september 2012, 2012.
[67]
J. Leander, A. Andersson and R. Karoumi, "Enhanced Assessment of the Remaining Service Life of a Steel Railway Bridge," in Damage Assessment Of Structures VIII, 2009, pp. 245-252.
Chapters in books
[68]
A. Andersson, "Full-Scale Forced Vibration Tests of a Railway Bridge," in Mechanisms and Machine Science 97, : Springer Nature, 2021, pp. 224-232.
Non-peer reviewed
Articles
[69]
J. Leander and A. Andersson, "Järnvägsbro under bevakning," Samhällsbyggaren, no. 3, pp. 25-29, 2011.
Conference papers
[70]
A. Andersson and T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," in Railways 2018, 2018.
[71]
S. Rådeström et al., "Structural control of high-speed railway bridges by means of fluid viscous dampers," in 19th IABSE Congress 2016, 2016, pp. 2535-2542.
[72]
A. Andersson, M. Roslin and A. Taube, "Bärförmåga hos inklädnadssystem vid stötbelastning från fallande bergblock," in Bergmekanikdag 2015, 2015.
[73]
A. Andersson and M. Roslin, "Load capacity of inner lining system s due to impact from falling rocks," in SEE Tunnel : Promoting Tunneling in SEE Region, 2015.
[74]
A. Andersson, H. Sundquist and R. Karoumi, "Evaluating cable forces in cable supported bridges using ambient vibration method," in The International Conference on Bridge Engineering – Challenges in the 21st Century , November 1-3, 2006, Hong Kong, 2006.
[75]
R. Karoumi, A. Andersson and H. Sundquist, "Static and Dynamic Load Testing of the New Svinesund Arch Bridge," in The International Conference on Bridge Engineering – Challenges in the 21st Century , November 1-3, 2006, Hong Kong, 2006.
Chapters in books
[76]
S. Tell et al., "Improved dynamic resilience of railway bridges using external dampers," in Rail Infrastructure Resilience: A Best-Practices Handbook, : Elsevier BV, 2022, pp. 409-423.
Theses
[77]
A. Andersson, "Capacity assessment of arch bridges with backfill : Case of the old Årsta railway bridge," Doctoral thesis Stockholm : KTH Royal Institute of Technology, Trita-BKN. Bulletin, 107, 2011.
[78]
A. Andersson, "Utmattningsanalys av järnvägsbroar : En fallstudie av stålbroarna mellan Stockholm Central och Söder Mälarstrand, baserat på teoretiska analyser och töjningsmätningar," Licentiate thesis Stockholm : KTH, Trita-BKN. Bulletin, 96, 2009.
Reports
[79]
A. Andersson, "Dynamic behaviour of soil-steel composite bridges for high-speed railways," , TRITA-ABE-RPT, 208, 2020.
[80]
A. Andersson, "Dynamic analysis of simply supported slab bridges," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1922, 2019.
[81]
A. Andersson, "Simplified approach to dynamic analysis of railway bridges for high-speed trains," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1837, 2018.
[82]
J. Lind Östlund et al., "Soil-Structure Interaction for foundations on High-Speed Railway Bridges," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 166, 2017.
[83]
A. Andersson and T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," Stockholm, TRITA-BKN, 165, 2017.
[84]
C. Svedholm and A. Andersson, "Designdiagram för förenklad dynamisk kontroll av järnvägsbroar," Stockholm : KTH Royal Institute of Technology, TRITA-BKN. Rapport, 157, 2016.
[85]
A. Andersson and S. Christoffer, "Dynamisk kontroll av järnvägsbroar, inverkan av 3D-effekter," Stockholm : KTH Royal Institute of Technology, TRITA-BKN-REPORT, 158, 2016.
[86]
A. Andersson, "Impact loading on concrete slabs : Experimental tests and numerical simulations," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 153, 2014.
[87]
C. Johansson et al., "Järnvägsbroar på Botniabanan : Dynamiska kontroller för framtida höghastighetståg - Steg 1," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 145, 2013.
[88]
A. Andersson, "Adaptive and semi-active vibration control of railway bridge dynamics," Dublin, LLB-RODIS-REP, 1.1b, 2012.
[89]
C. Johansson et al., "Höghastighetsprojekt - Bro : Inventering av järnvägsbroar för ökad hastighet på befintliga banor," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, Rapport, 141, 2011.
[90]
[91]
A. Andersson, "Gamla Årstabron, FEM-beräkningar av 3-ledsbågarnas verkningssätt och inverkan på förstärkningsåtgärder," Stockholm : KTH Royal Institute of Technology, Trita-BKN Rapport, 104, 2007.
[92]
A. Andersson, "Gamla Årstabron, Sammanställning av beräkningar avseende förstärkningar av betongbågarna," Stockholm : KHT Royal Institute of Technology, Trita-BKN Rapport, 105, 2007.
[93]
A. Andersson et al., "Modern mät- och övervakningsmetodik för bedömning av befintliga broar," , 2007.
[94]
A. Andersson, "Gamla Årstabron, FEM-beräkning av förstärkningsåtgärders inverkan på betongbågarna," Stockholm : KTH Royal Institute of Technology, Trita-BKN Rapport, 101, 2006.
[95]
R. Karoumi, M. Plos and A. Andersson, "Load Testing of the New Svinesund Bridge : Programme for load testing and FE-analysis of loading patterns," , TRITA-BKN, 95, 2006.
[96]
R. Karoumi and A. Andersson, "Load testing of the new Svinesund Bridge : Presentation of results and theoretical verification of bridge behaviour," , 2006.
[97]
A. Andersson and H. Sundquist, "Utvärdering av krafter i Älvsborgsbron genom dynamisk mätning och analys," Stockholm : KTH Royal Institute of Technology, Trita-BKN Rapport, 98, 2006.
[98]
A. Andersson and H. Sundquist, "Gamla Årstabron, Utvärdering av verkningssätt hos betongvalv genom mätning och FEM-modellering – Etapp 1," Stockholm : KTH Royal Institute of Technology, 2005.
Other
[99]
S. Tell et al., "Full-scale test of the dynamic response of a railway bridge retrofitted with fluid viscous dampers," (Manuscript).
[100]
D. Colmenares et al., "On the quantification of the human-structureinteraction effect on a random vibration framework," (Manuscript).
[101]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Probabilistic dynamic design curves optimized for high-speed reinforced concrete railway bridges using first order reliability method," (Manuscript).
[102]
R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Reliability assessment of running safety criteria of railway bridges considering soil-structure interaction effects using ensemble of classification-based surrogate models," (Manuscript).
[103]
D. Colmenares, A. Andersson and R. Karoumi, "Two equivalent single degree of freedom models of thecoupled multiple modulated pedestrian-bridge system toconsider the human-structure interaction effect," (Manuscript).
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