Andreas
Andersson adde@kth.se |
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.
·
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.
2019
- Senior Specialist, The Swedish Transport Administration
(Trafikverket) link
(Trafikverket, former Banverket)
2011
- Researcher, Royal Institute of Technology (KTH),
Division of Structural Engineering and Bridges link
Division of Structural Engineering and Bridges
2018 Visiting Researcher (2 months), Smart Structures Technology Laboratory, UIUC, Illinois, USA. link
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
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 (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
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
tunnlar med innertak. BeFo-357
2014 Faculty examiner. Licentiate seminar, Tarek Edrees Saaed.
Luleå University of Technology, 2014-11-20. link
2013
- Project Leader – Railway
Bridges. Development of technical
standards for high-speed railways, Trafikverket.
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)
2021 Footbridge dynamics – Crowd
loading and human structure interaction (BBT 2020-023,
continuation of BBT 2017-004). PhD-project for Daniel Colmenares.
2020 Characterisation of dynamic loads
on noise barriers. TRV 2020/87252.
(Trafikverkets project
leader). PhD-project at LTU,
coordinated by Prof. Gabriel Sas. link, lic 2023
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)
[3] Andersson, A., 2011. Capacity
assessment of arch bridges with backfill: Case of the old Årsta
railway bridge. Doctoral Thesis, KTH
Bulletin 107. download
[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. download
[1] Andersson A., Malm, R., 2004.
Measurement Evaluation and FEM Simulation of Bridge Dynamics. Master of Science
Thesis, KTH. download
[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 Engineering
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
[30] Liu, D., Wang, C., Gonzalez-Libreros,
J., Andersson, A., Elfgren, L., Sas, G., 2024. Dynamic behavior
of steel post/wood panel railway noise barriers under HST-induced aerodynamic
loads. Accepted for publication
in Railway Engineering Science
[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 analysis of a short
span soil-steel composite bridge for railway traffic using field measurements
and numerical modelling. 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
[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
[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.
[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
[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
[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.
[1] Leander, J., Andersson, A., 2011. Järnvägsbro under bevakning.
Samhällsbyggaren
nr. 3. download
[20] Andersson, A., 2020. Dynamic behaviour
of soil-steel composite bridges for high-speed railways. KTH/BKN/RPT-208-SE download
[18] Andersson, A., 2019. Dynamic analysis
of simply supported slab bridges. KTH/BKN/RPT-1922-SE. download
[17] Andersson, A., 2018. Simplified
approach to dynamic analysis of railway bridges for high-speed trains. KTH/BKN/RPT-1837-SE.
download
[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. download
[15] Arvidsson, T., Andersson, A., 2017.
Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed
Lines. KTH/BKN/R-165-SE.
download
[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.
download
[12] Svedholm, C.,
Andersson, A., 2016. Designdiagram för förenklad dynamisk kontroll av järnvägsbroar. KTH/BKN/R-157-SE.
download
[11] Andersson, A., 2014. Impact loading of
concrete slabs, Experimental tests and numerical simulations. KTH/BKN/R-153-SE.
download
[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. download
[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. download
[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 download
[7] Andersson, A., 2007. Gamla Årstabron, Sammanställning av beräkningar avseende förstärkningar av betongbågarna. KTH/BKN/R-105-SE. download
[6] Andersson, A., 2007. Gamla Årstabron, FEM-beräkningar av 3-ledsbågarnas verkningssätt och inverkan på förstärkningsåtgärder. KTH/BKN/R-104-SE. download
[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. download
[4] Andersson, A., 2006. Gamla Årstabron, FEM-beräkning av förstärkningsåtgärders
inverkan på betongbågarna. KTH/BKN/R-101-SE. download
[3] Andersson, A., Sundquist H., 2006. Utvärdering av krafter i Älvsborgsbron
genom dynamisk mätning och analys.
KTH/BKN/R-98-SE.
download
[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. download
[1] Andersson, A., Sundquist, H., 2005. Gamla Årstabron, Utvärdering av verkningssätt hos betongvalv genom mätning och FEM-modellering – Etapp 1. Tech. Report
2005:13 download
[36] Andersson, A., 2024. Noise barrier at Norrviken, dynamic tests with an impact hammer, download
[35] Andersson, A., Karoumi, R., 2023.
Long-term monitoring of a railway bridge, book chapter for
In2Track3.
[34] Andersson, A., 2023. Björnnäsvägen, results from experimental testing.
[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
and appendix
[32] Andersson, A., Theland, F., 2022. Vibroplate compaction tests, summary of dynamic
measurements.
[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.
[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
[85] Andersson, A., 2024. PM: Bro över Håtunaviken,
sammanställning av mätningar från platsbesök 2024-12-10 (100-730-1). download
[77] Andersson, A., 2023. Dynamic analysis
of simply supported slab bridges.
[76] Andersson, A., 2022. PM: Utmattning av vindlast
med delskadeberäkning. download
[74] Andersson, A., 2018. Dynamisk analys av GC-broar. 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
2023 - Co-supervisor, Railway bridge dynamics, train-track-bridge
interaction.
Ph.D. Student Jonathan Stenberg KTH
2022 - Co-supervisor, Railway bridge dynamics, soil-structure
interaction.
Ph.D. Student Seyed Amin Hosseini Tehrani
2020 - Reference group member, Numerical modeling of transition zones in
high-speed railways. PhD-project at KTH, main supervisor Prof. Stefan Larsson,
co-supervisor Dr. Carl Wersäll, PhD-student Alireza Ahmadi, lic 2023, KTH, Google
Scholar
2019 - 2024 Co-supervisor, Railway bridge dynamics, reliability-based
assessment methods.
Ph.D. Student Reza Allahvirdizadeh, lic 2021, PhD 2024, KTH, Google
Scholar
2019 - 2023 Co-supervisor, Footbridge dynamics.
Ph.D. Student Daniel Colmenares lic. 2021, PhD 2023, KTH, Google
scholar
2017 - 2023 Reference group member, Noise
from ballastless tracks. PhD-project at Charmec, main
supervisor Prof. Wolfgang Kropp, co-supervisor Dr. Astrid Pieringer,
PhD-student Jannik Theyssen link, Google
Scholar
2016 - 2021 Project leader, Trafikverket. Design criteria for ballastless
tracks (TRV 2016/106786). PhD-project
at Charmec, main supervisor Prof. Jens Nielsen. PhD-student Emil Aggestam,
link,
Google
Scholar
2016 - 2020 Co-supervisor, Railway bridge dynamics, soil-structure
Interaction.
Ph.D. Student Johan Lind Östlund, lic. 2020, KTH,
Google
Scholar
2018 - 2021 Co-supervisor, Railway bridge dynamics, soil-structure
interaction.
Ph.D. Student Abbas Zangeneh Kamali, lic. 2018, PhD 2021, KTH, Google
Scholar
2016 - 2018 Co-supervisor, Dynamic response of pedestrian bridges due to
vertical human-structure interaction. Ph.D.
Student Emma Zäll, lic. 2018, ResearchGate
2016 - 2018 Co-supervisor, Railway bridge dynamics, train-track-bridge
interaction.
Ph.D. Student Therese Arvidsson, lic. 2014, PhD 2018, KTH, Google
Scholar
2014 - Co-supervisor, Viscous dampers for vibration mitigation on
railway bridges.
Ph.D. Student Sarah Tell, lic. 2017, PhD 2021, ResearchGate
[21] Masri, Y., Baghdy, Y., 2024. Load carrying
capacity assessment of stone masonry arch bridges. TRITA-ABE-MBT-24518 download
[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. TRITA-ABE-MBT-23565
download
[19] Nolinder, M., 2023. Analysis of
combined response of railway bridge and track, a parametric finite element
model of the bridge across Bryngeån. TRITA-ABE-MBT-23477 download
[18] Çiku, A., Gavriliuc, V., 2022. Spectral
density approach for dynamic analysis of high-speed railway bridges. TRITA-ABE-MBT-22451. download
[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. TRITA-ABE-MBT-21528. download
[16] Ljung, J., 2019. Parametric Studies of
Soil-Steel Composite Bridges for Dynamic Loads, a Frequency Domain Approach
using 3D Finite Element Modelling. TRITA-ABE-MBT-19441. download
[15] Barenys,
A.A., Thomas, J., 2016. Evaluation of 3D dynamic effects induced by high-speed
trains on double-track slab bridges. KTH/BKN/EX-487-SE. download
[14] Östlund, J., 2016. Soil-structure
interaction of end-frames for high-speed railway bridges. KTH/BKN/EX-484-SE. download
[13] Sánchez, D.M., Nikolić, M., 2016.
Comparison of ballasted and ballastless bridges for high speed trains. KTH/BKN/EX-481-SE.
download
[12] Borg, R., Dymén,
O., 2015. Pilot Testing of a Hydraulic Bridge Exciter. KTH/BKN/EX-460-SE. download
(nominated to ByggOpus, 2016)
[11] Aagah, O., Aryannejad, S., 2014. Dynamic analysis of soil-steel
composite railway bridges, FE-modeling in Plaxis. KTH/BKN/EX-436-SE. download
[10] Woll, J., 2014. Soil Steel Composite
Bridges for High-Speed Railways, 2D FEM-analysis of the Björnbo
Bridge. KTH/BKN/EX-421-SE. download
[9] Nuno, K., 2013. Damage detection of a
Steel Truss Bridge Using Frequency Response Function Curvature Method. KTH/BKN/R-148-SE. download
[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. KTH/BKN/EX-398-SE. download
[7] Bornet, L., 2013. Numerical and
experimental analyses of a truss bridge. KTH/BKN/EX-383-SE. download
(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. KTH/BKN/EX-373-SE.
download
[5] Gillet, G., 2010. Simply supported
composite railway bridges, a comparison of ballasted and ballastless
alternatives.
KTH/BKN-EX-306-SE. download
[4] Janhunen, T., Mikus, M., 2010. Dynamisk analys och utmattningskontroll med hjälp av fältmätningar
och FEM. KTH/BKN-EX-298-SE. download
[3] Thylén, C.,
2009. Förenklad numerisk analys av hängbroars
verkningssätt. KTH/BKN/EX-275-SE. download
[2] Bjurström,
H., Lasell, J., 2009. Capacity assessment of a single span arch bridge with
backfill. KTH/BKN/EX-271-SE. download
[1] Eklund, A., 2006. Measurement and
Evaluation of cable Forces in the Älvsborg Bridge. KTH/BKN/EX-235-SE.
download
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. link
AF2024 Finite Element Methods in Analysis and Design (7.5 ECTS, 2nd
cycle),
assistant HT11,
VT13-VT16, VT18, coordinator VT13-VT16,
VT18-VT24 link
AF2203 Bridge Design, Advanced Course (7.5 ECTS, 2nd
cycle), assistant HT08, HT13
link
AF2012 Civil Engineering Project Course (15 ECTS, 2nd
cycle), assistant VT07-VT10
link
AF1002 Buildings and Civil Engineering Structures (7.5 ECTS, 1st
cycle), assistant VT05-VT11 link
2024-12 Bro över Håtunaviken vid Erikssund i Sigtuna (100-730-1),
dynamic testing using an impact hammer and passing cars.
2024-09 Trough bridge (LTU,
Luleå). Dynamic testing using an impact hammer and a
hydraulic actuator. link
2024-06 Footbridge at Fysikcentrum
(180-11952-1),
Dynamic tests with walking pedestrians.
2024-06 Noise barrier at Norrviken
(100-2416-4).
Dynamic testing using an impact hammer.
2023-12 Trough bridge (LTU,
Luleå). Dynamic testing using an impact hammer. link
2023-10 Strångsjö 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.
2023-07 Bro över Björnnäsvägen, Roslagsbanan (30-12627-1).
Portal frame bridge, impact hammer tests and dynamic response from passing
trains using a trigger system.
2023-03 Footbridge, Tinnerbäcken
(Linköping).
Vibration testing during construction of a timer footbridge.
2021-09 Vibratory plate compaction, (Älvnäs,
Ekerö). Dynamic testing of vibro-compactor and dynamic measurements
for SASW.
2021-08 Footbridge, Stela Bru (Hamar,
Norway). Vibration testing during construction of a timer footbridge.
2021-08 Footbridge at Brumunda
(Hamar,
Norway). In-service vibration testing of a timer footbridge.
2021-06 Bryngeån (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.
2020-09 Bryngeån (3500-5288-1),
Steel-concrete composite bridge, measured acceleration during train passages
and forced vibration tests, with and without external viscous dampers.
2020-06 Banafjälsån (3500-5338-1),
Steel-concrete composite bridge, measured acceleration during train passages
and forced vibration tests.
2020-06 Bryngeån (3500-5288-1),
Steel-concrete composite bridge, measured acceleration during train passages
and forced vibration tests.
2020-06 Sidensjövägen
(3500-5689-1),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2020-06 Södra Kungsvägen (3500-5791-1),
Portal frame bridge, measured acceleration during train passages and forced
vibration tests.
2020-06 Norra Kungsvägen
(3500-5793-1),
Portal frame bridge, measured acceleration during train passages and forced
vibration tests.
2019-06 Taxinge, Mariefred (3500-4253-1/2),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2019-06 Sveavägen,
Eskilstuna (3500-4268-1),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2019-06 Vasavägen,
Eskilstuna (3500-4452-1),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2019-06 Footbridge at Fysikcentrum
(180-11952-1),
Dynamic tests with walking pedestrians.
2019-06 Hästhovsgatan,
Västerås (3500-2940-1/2),
Simply supported concrete bridge, measured acceleration during train passages
and forced vibration tests.
2019-05 Bodavägen, Enköping (3500-4477-1/2),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2019-05 Fanna, Enköping
(3500-4565-1/2),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2019-05 Gesällgatan, Enköping (3500-2931-1/2),
Portal frame bridge, measured acceleration during train passages and forced
vibration tests.
2019-05 Enköpingsvägen
i Bålsta (3500-4482-1/2),
Continuous concrete bridge, measured acceleration during train passages and
forced vibration tests.
2018-09 Södra Örsjö (3500-5149-1),
Soil-steel composite bridge, measured strain, displacement and acceleration
during train passages and forced vibration tests.
2018-09 Hårestorp (3500-5621-1),
Soil-steel composite bridge, measured strain, displacement and acceleration
during train passages and forced vibration tests.
2017-09 The Märsta
Bridge (3500-4538-1),
Soil-steel composite bridge, measured strain, displacement and acceleration
during train passages and forced vibration tests.
2017-02 Footbridge at Barkarby
(9826-14-450),
Dynamic tests with pedestrians.
2016-06 Dynamic tests on a hollow core slab
deck, (at Contiga Norrtälje).
2015-10 Degermyran (3500-5772-1),
Full-scale dynamic tests of a portal frame railway bridge, using a hydraulic
bridge exciter.
2015-10 Faresmyran (3500-5302-1),
Full-scale dynamic tests of a portal frame railway bridge, using a hydraulic
bridge exciter.
2015-09 Aspan (3500-5778-1),
Full-scale dynamic tests of a concrete railway bridge, using a hydraulic bridge
exciter.
2015-09 Footbridge at Barkarby
(9826-14-450),
Dynamic tests with walking pedestrians.
2015-06 Footbridge at Fysikcentrum
(180-11952-1),
Dynamic tests with walking pedestrians.
2015-06 Pershagen (3500-4289-1),
Full-scale dynamic tests of a concrete railway bridge, using a hydraulic bridge
exciter.
2014-06 Concrete slabs with shotcrete. Static
(ULS) and dynamic (impact) load tests.
2013-08 Åby älv (3500-1940-1),
Dynamic full-scale testing of a steel truss bridge, using a rotating mass
exciter.
2012-11 Ljungan vid
Alby (3500-1587-1),
Measured strain and acceleration of hangers on a tied-arch railway bridge.
Full-scale test of a TMD-system.
2012-09 Development of a bi-directional
multi-passive tuned mass damper.
Experimental testing at Trinity
College Dublin, Ireland.
2011-06 Footbridge at Fysikcentrum
(180-11952-1),
Dynamic tests with walking pedestrians.
2011-05 The Söderström Bridge (3500-4065-1),
Strain measurements of a steel grillage railway bridge, for fatigue assessment,
hot-spot method, before and after geometric improvement.
2010-12 The Söderström Bridge (3500-4065-1),
Strain measurements of a steel grillage railway bridge, for fatigue assessment,
setup II.
2010-05 The Märsta
Bridge (3500-4538-1),
Soil-steel composite bridge, measured strain, displacement and acceleration
during train passages.
2009-12 The Märsta
Bridge (3500-4538-1),
Soil-steel composite bridge, measured strain, displacement and acceleration
during train passages.
2008-08 The Söderström Bridge (3500-4065-1),
Strain measurements of a steel grillage railway bridge, for fatigue assessment,
setup I.
2007-12 The Strängnäs
railway tunnel (100-98-1),
Measured air-pressure from passing trains and vibrations on an emergency door.
2006-10 Footbridge at Fysikcentrum
(180-11952-1),
Dynamic tests with walking pedestrians.
2006-07 Tidan 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).
2006-03 The Älvsborg
Bridge (14-614-1),
Vibration measurements of a suspension bridge, detailed measurements of hangers.
2005-10 The Älvsborg
Bridge (14-614-1),
Vibration measurements of a suspension bridge, to determine the dynamic
performance and cable forces.
2005-2011 The 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.
2005-05 The
Svinesund Bridge (14-1319-1)
Load testing of a concrete arch bridge.
2003-06 Ljungan vid
Alby (3500-1587-1),
Measured strain and acceleration of hangers on a tied-arch railway bridge.