Publikationer av Andréas Andersson

Refereegranskade

Artiklar

[1]

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.

[2]

R. Allahvirdizadeh, A. Andersson och 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.

[3]

R. Allahvirdizadeh, A. Andersson och 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.

[4]

D. Colmenares, A. Andersson och R. Karoumi, "An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system," Structures, vol. 57, s. 105160, 2023.

[5]

A. Albright, J.-M. Battini och A. Andersson, "Dynamic soil-structure interaction of a single-span railway bridge, forced vibration testing and simulation," Structure and Infrastructure Engineering, s. 1-10, 2023.

[6]

R. Allahvirdizadeh, A. Andersson och 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.

[7]

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.

[8]

D. Colmenares, A. Andersson och 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, s. 116587, 2022.

[9]

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, s. 655-675, 2021.

[10]

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, s. 1730-1742, 2021.

[11]

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, s. 1-20, 2021.

[12]

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.

[13]

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, s. 111103, 2020.

[14]

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, s. 1315-1326, 2020.

[15]

T. Arvidsson, A. Andersson och R. Karoumi, "Train running safety on non-ballasted bridges," International Journal of Rail transportation, vol. 7, no. 1, s. 1-22, 2019.

[16]

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, s. 299-309, 2018.

[17]

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, s. 47-62, 2017.

[18]

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, s. 796-803, 2015.

[19]

A. Andersson, A. O'Connor och 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, s. 748-757, 2015.

[20]

C. Johansson et al., "A methodology for the preliminary assessment of existing railway bridges for high-speed traffic," Engineering structures, vol. 58, s. 25-35, 2014.

[21]

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, s. 49-61, 2014.

[22]

J. Leander, A. Andersson och R. Karoumi, "Monitoring and enhanced fatigue evaluation of a steel railway bridge," Engineering structures, vol. 32, no. 3, s. 854-863, 2010.

[23]

R. Malm och A. Andersson, "Field testing and simulation of dynamic properties of a tied arch railway bridge," Engineering structures, vol. 28, no. 1, s. 143-152, 2006.

Konferensbidrag

[24]

R. Allahvirdizadeh, A. Andersson och R. Karoumi, "A framework recommendation for updating running safety design criteria of non-ballasted railway bridges using statistical investigations," i 12th European Conference on Structural Dynamics (EURODYN 2023), July 3-5, 2023, Delft, Netherlands, 2023.

[25]

R. Allahvirdizadeh, A. Andersson och R. Karoumi, "Applicability of meta-model assisted reliability assessment for dynamic problems: a comparison between regression-based methods," i Proceedings 14th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP14, 2023.

[26]

S. A. Hosseini Tehrani et al., "Dynamic soil-structure interaction of a continuous railway bridge," i Eurodyn 2023 : Proceedings XII International Conference on Structural Dynamics (Eurodyn 2023), 2023.

[27]

D. Colmenares et al., "Full-scale tests of a lightweight footbridge : The Folke Bernadotte Bridge," i 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, s. 766-771.

[28]

R. Allahvirdizadeh, R. Karoumi och A. Andersson, "Ensemble Meta-Models for Running Safety Assessment ofHigh-Speed Railway Bridges Considering Soil-StructureInteraction Effects," i The 13th International Conference on Structural Safety and Reliability (ICOSSAR 2021-2022), 2022.

[29]

R. Allahvirdizadeh, A. Andersson och R. Karoumi, "Estimating Running Safety Factor of Ballastless Railway Bridges Using Tail Modelling," i Acta Polytechnica CTU Proceedings, 2022, s. 25-32.

[30]

A. Andersson, "Experimental Testing of a Railway Bridge with Near Viscous Dampers," i ICCES 2022 : The 28th International Conference on Computational & Experimental Engineering and Sciences, 2022.

[31]

D. Colmenares et al., "Pedestrian bridge evaluation and modelling subjected to running load cases," i Footbridge Madrid 2021 International Conference, 2021.

[32]

R. Allahvirdizadeh, R. Karoumi och A. Andersson, "Surrogate-assisted versus subset simulation-based stochastic comparison between running safety and passenger comfort design criteria of high-speed railway bridges," i Proceedings of the31st European Safety and Reliability Conference(ESREL 2021), 2021, s. 3334-3341.

[33]

A. Andersson och T. Arvidsson, "Train-track-bridge interaction to allow for increased axle loads on iron ore lines," i Proceedings of the Second International Conference on Rail Transportation, 2021.

[34]

D. Colmenares, A. Andersson och R. Karoumi, "Closed-form solution of the response of single pedestrian induced load for clamped-clamped bridges," i Proceedings EURODYN 2020, XI International Conference on Structural Dynamics, 2020.

[35]

P. Museros, A. Andersson och R. Karoumi, "Dynamic effect of trains with articulated coaches and Jacobs bogies with integer wheelbase ratios," i Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, s. 2646-2657.

[36]

A. Andersson och R. Karoumi, "Dynamic response of corrugated steel culverts for railway lines," i Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, s. 1613-1624.

[37]

A. Zangeneh et al., "Dynamic soil-structure interaction in resonant railway bridges with integral abutments," i Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, s. 1625-1633.

[38]

R. Allahvirdizadeh, A. Andersson och R. Karoumi, "Reliability Assessment of the Dynamic Behavior of High-Speed Railway Bridges Using First Order Reliability Method," i Proceedings of the 11th International Conference on Structural Dynamics,, 2020, s. 3438-3450.

[39]

J. Lind Östlund et al., "The effects of model assumptions on the dynamic impedance functions of a shallow foundation," i Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, s. 2868-2881.

[40]

S. Tell et al., "Real-time hybrid simulation of a bridge-damper system," i 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, s. 1810-1813.

[41]

A. Andersson et al., "Full-Scale Dynamic Testing of a Railway Bridge Using a Hydraulic Exciter," i EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, s. 354-363.

[42]

E. Aggestam et al., "Multi-objective design optimisation of transition zones between different railway track forms," i Proceedings of the 11th International Conference on Contact Mechanics and Wear of Rail/wheel Systems, CM 2018, 2018, s. 1-6.

[43]

A. Andersson och R. Karoumi, "A soil-steel bridge under high-speed railways," i Archives of Institute of Civil Engineering, 2017, s. 45-52.

[44]

E. Zäll et al., "An efficient approach for considering the effect of human-structure interaction on footbridges," i X International Conference on Structural Dynamics, EURODYN 2017, 2017, s. 2913-2918.

[45]

J. Östlund et al., "Considering dynamic soil-structure interaction in design of high-speed railway bridges," i X International Conference on Structural Dynamics, EURODYN 2017, 2017, s. 2384-2389.

[46]

A. Zangeneh et al., "Dynamic Stiffness Identification of Portal Frame Bridge-Soil System using Controlled Dynamic Testing," i X International Conference on Structural Dynamics, EURODYN 2017, 2017, s. 1062-1067.

[47]

T. Arvidsson et al., "Influence of Sleeper Passing Frequency on Short Span Bridges : Validation against Measured Results," i First International Conference on Rail Transportation, Chengdu, China, July 10-12, 2017.

[48]

E. Zäll et al., "The effect of runners on footbridges - a case study," i Proceedings Footbridge Conference 2017, 2017.

[49]

Ü.-K. Mahir, J. Östlund och A. Andersson, "Current research and development in bridges for high-speed railways in Sweden," i IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, s. 2487-2494.

[50]

P. Cahill et al., "Detection of train passages during forced vibration testing of bridge structure using energy harvesting technology," i The Civil Engineering Research in Ireland 2016 (CERI2016) : 2016, 29th - 30th August Civil Engineering Research in Ireland 2016, 2016.

[51]

E. Zäll et al., "Evaluation of load model for crowd-induced vibrations of footbridges," i IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, s. 65-72.

[52]

A. Andersson och R. Karoumi, "Dynamics of railway bridges, analysis and verification by field tests," i EVACES'15, 6th International Conference On Experimental Vibration Analysis For Civil Engineering Structures, 2015.

[53]

A. Andersson et al., "Pilot testing of a hydraulic bridge exciter," i EVACES'15, 6th International Conference on Experimental Vibration Analysis For Civil Engineering Structures, 2015, s. 02001.

[54]

A. Andersson, R. Karoumi och A. O'Connor, "Development of a multi-passive tuned mass damper, theory and experiments," i Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, 2014, s. 1551-1556.

[55]

L. Bornet et al., "Influence of the ballasted track on the dynamic properties of a truss railway bridge," i CST 2014- Twelfth International Conference on Computational Structures Technology, Naples, Italy 2-5 Sept 2014, 2014.

[56]

A. Andersson, J. Leander och R. Karoumi, "Extending the fatigue service life of a railway bridge by local approaches," i International IABSE Conference, Rotterdam May 6 - 8, 2013 Assessment, Upgrading and Refurbishment of Infrastructures, 2013.

[57]

A. Andersson, R. Karoumi och A. O'Connor, "External damping of stay cables using adaptive and semi-active vibration control," i Proceedings of the 8th International Cable Supported Bridge Operators Conference, 2013.

[58]

A. Andersson, "Load capacity assessment and strengthening of a railway arch bridge with backfill," i International IABSE Conference, Rotterdam May 6 - 8, 2013 Assessment, Upgrading and Refurbishment of Infrastructures, 2013.

[59]

A. Andersson, R. Karoumi och A. O'Connor, "Vibration mitigation of railway bridges using adaptive damping control," i Assessment, Upgrading and Refurbishment of Infrastructures, 2013.

[60]

A. Andersson och R. Karoumi, "Attenuating resonant behavior of a tied arch railway bridge using increased hanger damping," i Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, 2012, s. 2572-2577.

[61]

A. Andersson, H. Sundquist och R. Karoumi, "Full Scale Tests and Structural Evaluation of Soil-Steel Flexible Culverts for High-Speed Railways," i Second European conference on Buried Flexible Steel structures Rydzyna April 23^rd – 24^th 2012, 2012.

[62]

A. Andersson, R. Karoumi och A. O'Connor, "Semi-active damping systems for railway bridges," i Bridge and Concrete Research in Ireland, 6-7 september 2012, 2012.

[63]

J. Leander, A. Andersson och R. Karoumi, "Enhanced Assessment of the Remaining Service Life of a Steel Railway Bridge," i Damage Assessment Of Structures VIII, 2009, s. 245-252.

Kapitel i böcker

[64]

A. Andersson, "Full-Scale Forced Vibration Tests of a Railway Bridge," i Mechanisms and Machine Science 97, : Springer Nature, 2021, s. 224-232.

Icke refereegranskade

Artiklar

[65]

J. Leander och A. Andersson, "Järnvägsbro under bevakning," Samhällsbyggaren, no. 3, s. 25-29, 2011.

Konferensbidrag

[66]

A. Andersson och T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," i Railways 2018, 2018.

[67]

S. Rådeström et al., "Structural control of high-speed railway bridges by means of fluid viscous dampers," i 19^th IABSE Congress 2016, 2016, s. 2535-2542.

[68]

A. Andersson, M. Roslin och A. Taube, "Bärförmåga hos inklädnadssystem vid stötbelastning från fallande bergblock," i Bergmekanikdag 2015, 2015.

[69]

A. Andersson och M. Roslin, "Load capacity of inner lining system s due to impact from falling rocks," i SEE Tunnel : Promoting Tunneling in SEE Region, 2015.

[70]

A. Andersson, H. Sundquist och R. Karoumi, "Evaluating cable forces in cable supported bridges using ambient vibration method," i The International Conference on Bridge Engineering – Challenges in the 21st Century , November 1-3, 2006, Hong Kong, 2006.

[71]

R. Karoumi, A. Andersson och H. Sundquist, "Static and Dynamic Load Testing of the New Svinesund Arch Bridge," i The International Conference on Bridge Engineering – Challenges in the 21st Century , November 1-3, 2006, Hong Kong, 2006.

Kapitel i böcker

[72]

S. Tell et al., "Improved dynamic resilience of railway bridges using external dampers," i Rail Infrastructure Resilience: A Best-Practices Handbook, : Elsevier BV, 2022, s. 409-423.

Avhandlingar

[73]

A. Andersson, "Capacity assessment of arch bridges with backfill : Case of the old Årsta railway bridge," Doktorsavhandling Stockholm : KTH Royal Institute of Technology, Trita-BKN. Bulletin, 107, 2011.

[74]

A. Andersson, "Utmattningsanalys av järnvägsbroar : En fallstudie av stålbroarna mellan Stockholm Central och Söder Mälarstrand, baserat på teoretiska analyser och töjningsmätningar," Licentiatavhandling Stockholm : KTH, Trita-BKN. Bulletin, 96, 2009.

Rapporter

[75]

A. Andersson, "Dynamic behaviour of soil-steel composite bridges for high-speed railways," , TRITA-ABE-RPT, 208, 2020.

[76]

A. Andersson, "Dynamic analysis of simply supported slab bridges," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1922, 2019.

[77]

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.

[78]

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.

[79]

A. Andersson och T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," Stockholm, TRITA-BKN, 165, 2017.

[80]

C. Svedholm och A. Andersson, "Designdiagram för förenklad dynamisk kontroll av järnvägsbroar," Stockholm : KTH Royal Institute of Technology, TRITA-BKN. Rapport, 157, 2016.

[81]

A. Andersson och S. Christoffer, "Dynamisk kontroll av järnvägsbroar, inverkan av 3D-effekter," Stockholm : KTH Royal Institute of Technology, TRITA-BKN-REPORT, 158, 2016.

[82]

A. Andersson, "Impact loading on concrete slabs : Experimental tests and numerical simulations," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 153, 2014.

[83]

C. Johansson et al., "Järnvägsbroar på Botniabanan : Dynamiska kontroller för framtida höghastighetståg - Steg 1," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 145, 2013.

[84]

A. Andersson, "Adaptive and semi-active vibration control of railway bridge dynamics," Dublin, LLB-RODIS-REP, 1.1b, 2012.

[85]

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.

[86]

C. Johansson et al., "Höghastighetsprojekt ‐ Bro : Delrapport I: Befintliga krav och erfarenheter samt parameterstudier avseende dimensionering av järnvägsbroar för farter över 200 km/h," , 2010.

[87]

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.