|
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
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)
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)
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
[11] 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. Submitted
to Engineering Structures
[10] Allahvirdizadeh, R., Andersson, A.,
Karoumi, R., 2024. Probabilistic dynamic design curves optimized for high-speed
reinforced concrete railway bridges using first order reliability method. Submitted to International Journal of
Structural Stability and Dynamics.
[9] 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. Submitted
to International Journal of Rail Transportation.
[8] 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
[7] 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. Submitted to Journal of Rail and Rapid Transit, Part F. train data
[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
[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
[47] Allahvirdizadeh,
R., Andersson, A., Karoumi, R., 2023. A framework recommendation for updating
running safety design criteria of non-ballasted railway bridges using
statistical investigations. Eurodyn 2023, Delft, the
Netherlands, 2-5 July 2023. download
[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
[35] Andersson,
A., Karoumi, R., 2023. Long-term monitoring of a railway bridge.
[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
[81] Andersson,
A., 2023. Dynamic analysis of a three-span bridge 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
- 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
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
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,
KTH
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,
KTH
[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 link
AF2024 Finite Element Methods in Analysis and
Design (7.5 ECTS, 2nd cycle),
assistant HT11,
VT13-VT16, VT18, coordinator VT13-VT16,
VT18-VT23 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
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.