# Publications by Raied Karoumi

## Refereegranskade

### Artiklar

[1]

R. Wang, J. Leander and R. Karoumi, "Fatigue reliability assessment of steel bridges considering spatial correlation in system evaluation,"

*Structure and Infrastructure Engineering*, pp. 1-15, 2021.[2]

A. Zangeneh

*et al.*, "Free vibration of viscoelastically supported beam bridges under moving loads : Closed-form formula for maximum resonant response,"*Engineering structures*, vol. 244, 2021.[3]

P. Museros

*et al.*, "Dynamic behaviour of bridges under critical articulated trains : Signature and bogie factor applied to the review of some regulations included in EN 1991-2,"*Proceedings of the Institution of mechanical engineers. Part F, journal of rail and rapid transit*, 2020.[4]

A. Ruffels, I. Gonzalez and R. Karoumi, "Model-free damage detection of a laboratory bridge using artificial neural networks,"

*Journal of Civil Structural Health Monitoring*, vol. 10, no. 2, pp. 183-195, 2020.[5]

A. Wadi, L. Pettersson and R. Karoumi, "On Predicting the Ultimate Capacity of a Large-Span Soil-Steel Composite Bridge,"

*International Journal of Geosynthetics and Ground Engineering*, vol. 6, no. 4, 2020.[6]

O. Skoglund, J. Leander and R. Karoumi, "Optimizing the steel girders in a high strength steel composite bridge,"

*Engineering structures*, vol. 221, 2020.[7]

O. Skoglund, J. Leander and R. Karoumi, "Overview of steel bridges containing high strength steel material,"

*International Journal of Steel Structures*, vol. 20, pp. 1294-1301, 2020.[8]

M. D. L. D. Martínez-Rodrigo

*et al.*, "Resonance and cancellation phenomena in two-span continuous beams and its application to railway bridges,"*Engineering structures*, vol. 222, no. 1, pp. 111103, 2020.[9]

A. C. Neves

*et al.*, "The influence of frequency content onthe performance of artificial neural network–based damage detectionsystems tested on numerical andexperimental bridge data,"*Structural Health Monitoring*, 2020.[10]

A. C. Neves

*et al.*, "An approach to decision-making analysis for implementation of structural health monitoring in bridges,"*Structural Control and Health Monitoring : The Bulletin of ACS*, vol. 26, no. 6, 2019.[11]

A. Zangeneh

*et al.*, "Fundamental Modal Properties of Simply Supported Railway Bridges Considering Soil-Structure Interaction Effects,"*Soil Dynamics and Earthquake Engineering*, vol. 121, pp. 212-218, 2019.[12]

E. K. Chalouhi, C. Pacoste and R. Karoumi, "Topological and Size Optimization of RC Beam Bridges : An Automated Design Approach for Cost Effective and Environmental Friendly Solutions,"

*Nordic Concrete Research*, vol. 61, no. 2, pp. 53-78, 2019.[13]

T. Arvidsson, A. Andersson and R. Karoumi, "Train running safety on non-ballasted bridges,"

*International Journal of Rail transportation*, vol. 7, no. 1, pp. 1-22, 2019.[14]

J. J. Veganzones Muñoz, C. Pacoste and R. Karoumi, "Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs,"

*Nordic Concrete Research*, vol. 61, no. 2, pp. 131-152, 2019.[15]

P. Cahill

*et al.*, "Data of piezoelectric vibration energy harvesting of a bridge undergoing vibration testing and train passage,"*Data in Brief*, vol. 17, pp. 261-266, 2018.[16]

A. Wadi, L. Pettersson and K. Raid, "FEM simulation of a full-scale loading-to-failure test of a corrugated steel culvert,"

*Steel and composite structures*, vol. 27, no. 2, pp. 217-227, 2018.[17]

A. Zangeneh

*et al.*, "Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing,"*Engineering structures*, vol. 159, pp. 299-309, 2018.[18]

J. J. Veganzones Muñoz

*et al.*, "Influence of Edge Beam on Behavior of Bridge Overhangs,"*ACI Structural Journal*, vol. 115, no. 4, pp. 957-970, 2018.[19]

G. Du, L. Pettersson and R. Karoumi, "Soil-steel composite bridge : An alternative design solution for short spans considering LCA,"

*Journal of Cleaner Production*, vol. 189, pp. 647-661, 2018.[20]

P. Cahill

*et al.*, "Vibration energy harvesting based monitoring of an operational bridge undergoing forced vibration and train passage,"*Mechanical systems and signal processing*, vol. 106, pp. 265-283, 2018.[21]

S. Rådeström

*et al.*, "Application of fluid viscous dampers to mitigate vibrations of high-speed railway bridges,"*International Journal of Rail transportation*, vol. 5, no. 1, pp. 47-62, 2017.[22]

A. C. Neves

*et al.*, "Structural health monitoring of bridges : A model-free ANN-based approach to damage detection,"*Journal of Civil Structural Health Monitoring*, vol. 7, no. 5, pp. 689-702, 2017.[23]

V. Jaksic

*et al.*, "Estimation of nonlinearities from pseudodynamic and dynamic responses of bridge structures using the Delay Vector Variance method,"*Physica A : Statistical Mechanics and its Applications*, vol. 441, pp. 100-120, 2016.[24]

A. Wadi, L. Pettersson and R. Karoumi, "Flexible culverts in sloping terrain : Numerical simulation of avalanche load effects,"

*Cold Regions Science and Technology*, vol. 124, pp. 95-109, 2016.[25]

J. J. Veganzones Muñoz

*et al.*, "Life-cycle cost analysis as a tool in the developing process for new bridge edge beam solutions,"*Structure and Infrastructure Engineering*, vol. 12, no. 9, pp. 1185-1201, 2016.[26]

D. Cantero and R. Karoumi, "Numerical evaluation of the mid-span assumption in the calculation of total load effects in railway bridges,"

*Engineering structures*, vol. 107, pp. 1-8, 2016.[27]

M. Solat Yavari, C. Pacoste-Calmanovici and R. Karoumi, "Structural Optimization of Concrete Slab Frame Bridges Considering Investment Cost,"

*Journal of Civil Engineering and Architecture*, vol. 10, pp. 982-994, 2016.[28]

D. Cantero, M. Ülker-Kaustell and R. Karoumi, "Time-frequency analysis of railway bridge response in forced vibration,"

*Mechanical systems and signal processing*, vol. 76-77, pp. 518-530, 2016.[29]

D. Cantero

*et al.*, "Train–track–bridge modelling and review of parameters,"*Structure and Infrastructure Engineering*, vol. 12, no. 9, pp. 1051-1064, 2016.[30]

C. Svedholm

*et al.*, "Vibration of damped uniform beams with general end conditions under moving loads,"*Engineering structures*, vol. 126, pp. 40-52, 2016.[31]

W. Guo

*et al.*, "Aerodynamic effect of wind barriers and running safety of trains on high-speed railway bridges under cross winds,"*Wind and Structures*, vol. 20, no. 2, pp. 213-236, 2015.[32]

I. Gonzalez and R. Karoumi, "BWIM aided damage detection in bridges using machine learning,"

*Journal of Civil Structural Health Monitoring*, vol. 5, no. 5, pp. 715-725, 2015.[33]

M. A. Safi, H. Sundquist and R. Karoumi, "Cost-Efficient Procurement of Bridge Infrastructures by Incorporating Life-Cycle Cost Analysis with Bridge Management Systems,"

*Journal of Bridge Engineering*, vol. 20, no. 6, 2015.[34]

A. Wadi, L. Pettersson and R. Karoumi, "Flexible culverts in sloping terrain : Numerical simulation of soil loading effects,"

*Engineering structures*, vol. 101, pp. 111-124, 2015.[35]

A. Andersson, A. O'Connor and R. Karoumi, "Passive and Adaptive Damping Systems for Vibration Mitigation and Increased Fatigue Service Life of a Tied Arch Railway Bridge,"

*Computer-Aided Civil and Infrastructure Engineering*, vol. 30, no. 9, pp. 748-757, 2015.[36]

J. Leander, B. Norlin and R. Karoumi, "Reliability-based calibration of fatigue safety factors for existing steel bridges,"

*Journal of Bridge Engineering*, vol. 20, no. 10, 2015.[37]

D. Cantero, R. Karoumi and A. Gonzalez, "The Virtual Axle concept for detection of localised damage using Bridge Weigh-in-Motion data,"

*Engineering structures*, vol. 89, pp. 26-36, 2015.[38]

I. Gonzalez and R. Karoumi, "Analysis of the annual variations in the dynamic behavior of a ballasted railway bridge using Hilbert transform,"

*Engineering structures*, vol. 60, pp. 126-132, 2014.[39]

P. Mellat

*et al.*, "Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways - field measurements and FE-analysis,"*Engineering structures*, vol. 69, pp. 49-61, 2014.[40]

P. Cahill

*et al.*, "Energy Harvesting from Train-Induced Response in Bridges,"*Journal of Bridge Engineering*, vol. 19, no. 9, pp. 04014034, 2014.[41]

G. Du

*et al.*, "Life cycle assessment as a decision support tool for bridge procurement : environmental impact comparison among five bridge designs,"*The International Journal of Life Cycle Assessment*, vol. 19, no. 12, pp. 1948-1964, 2014.[42]

G. Du and R. Karoumi, "Life cycle assessment framework for railway bridges : literature survey and critical issues,"

*Structure and Infrastructure Engineering*, vol. 10, no. 3, pp. 277-294, 2014.[43]

T. Arvidsson and R. Karoumi, "Modelling alternatives in the dynamic interaction of freight trains and bridges,"

*Civil-Comp Proceedings*, vol. 104, 2014.[44]

T. Arvidsson, R. Karoumi and C. Pacoste, "Statistical screening of modelling alternatives in train-bridge interaction systems,"

*Engineering structures*, vol. 59, pp. 693-701, 2014.[45]

I. Gonzalez and R. Karoumi, "Traffic monitoring using a structural health monitoring system,"

*Proceedings of the ICE - Bridge Engineering*, vol. 168, no. 1, pp. 13-23, 2014.[46]

T. Arvidsson and R. Karoumi, "Train–bridge interaction : a review and discussion of key model parameters,"

*International Journal of Rail Transportation*, vol. 2, no. 3, pp. 147-186, 2014.[47]

C. Johansson, C. Pacoste and R. Karoumi, "Closed-form solution for the mode superposition analysis of the vibration in multi-span beam bridges caused by concentrated moving loads,"

*Computers & structures*, vol. 119, pp. 85-94, 2013.[48]

V. Thiebault, G. Du and R. Karoumi, "Design of railway bridges considering life-cycle assessment,"

*Proceedings of the Institution of Civil Engineers : Bridge Engineering*, vol. 166, no. 4, pp. 240-251, 2013.[49]

M. Safi

*et al.*, "Development of the Swedish Bridge Management System by Upgrading and Expanding the Use of LCC,"*Structure and Infrastructure Engineering*, vol. 9, no. 12, pp. 1240-1250, 2013.[50]

J. Leander and R. Karoumi, "Dynamics of thick bridge beams and its influence on fatigue life predictions,"

*Journal of constructional steel research*, vol. 89, pp. 262-271, 2013.[51]

M. Ülker-Kaustell and R. Karoumi, "Influence of rate-independent hysteresis on the dynamic response of a railway bridge,"

*International Journal of Rail Transportation*, vol. 1, no. 4, pp. 237-257, 2013.[52]

G. Du and R. Karoumi, "LCA of Railway Bridge : a comparison between two superstructure designs,"

*Structure and Infrastructure Engineering*, vol. 9, no. 11, pp. 1149-1160, 2013.[53]

I. Gonzalez, M. Ülker-Kaustell and R. Karoumi, "Seasonal effects on the stiffness properties of a ballasted railway bridge,"

*Engineering structures*, vol. 57, pp. 63-72, 2013.[54]

J. Shu

*et al.*, "The application of a damage detection method using Artificial Neural Network and train-induced vibrations on a simplified railway bridge model,"*Engineering structures*, vol. 52, pp. 408-421, 2013.[55]

M. Ülker-Kaustell and R. Karoumi, "Influence of non-linear stiffness and damping on the train-bridge resonance of a simply supported railway bridge,"

*Engineering structures*, vol. 41, pp. 350-355, 2012.[56]

M. Safi

*et al.*, "Integration of life-cycle cost analysis with bridge management systems: case study of the Swedish bridge and tunnel management system.,"*Transportation Research Record*, no. 2292, pp. 125-133, 2012.[57]

C. Johansson, C. Pacoste and R. Karoumi, "Preliminary dynamic assessment of railway bridges subject to higher speeds,"

*Civil-Comp Proceedings*, vol. 98, 2012.[58]

J. Leander and R. Karoumi, "Quality Assurance of Measured Response Intended for Fatigue Life Prediction,"

*Journal of Bridge Engineering*, vol. 17, no. 4, pp. 711-719, 2012.[59]

J. Wiberg, R. Karoumi and C. Pacoste, "Statistical screening of individual and joint effect of several modelling factors on the dynamic finite element response of a railway bridge,"

*Computers & structures*, vol. 106, pp. 91-104, 2012.[60]

M. Ulker-Kaustell and R. Karoumi, "Application of the continuous wavelet transform on the free vibrations of a steel-concrete composite railway bridge,"

*Engineering structures*, vol. 33, no. 3, pp. 911-919, 2011.[61]

O. Larsson and R. Karoumi, "Modelling of climatic thermal actions in hollow concrete box cross-sections,"

*Structural Engineering International*, vol. 21, no. 1, pp. 74-79, 2011.[62]

J. Wallin, J. Leander and R. Karoumi, "Strengthening of a steel railway bridge and its impact on the dynamic response to passing trains,"

*Engineering structures*, vol. 33, no. 2, pp. 635-646, 2011.[63]

J. Leander, A. Andersson and R. Karoumi, "Monitoring and enhanced fatigue evaluation of a steel railway bridge,"

*Engineering structures*, vol. 32, no. 3, pp. 854-863, 2010.[64]

M. Ülker-Kaustell, R. Karoumi and C. Pacoste, "Simplified analysis of the dynamic soil-structure interaction of a portal frame railway bridge,"

*Engineering structures*, vol. 32, no. 11, pp. 3692-3698, 2010.[65]

E. Bayoglu Flener and R. Karoumi, "Testing a soil-steel bridge under static and dynamic loads,"

*Proceedings of the Institution of Civil Engineers : Engineering Sustainability*, vol. 163, no. 1, pp. 19-29, 2010.[66]

E. Bayoglu Flener and R. Karoumi, "Dynamic testing of a soil-steel composite railway bridge,"

*Engineering structures*, vol. 31, no. 12, pp. 2803-2811, 2009.[67]

J. Wiberg and R. Karoumi, "Monitoring dynamic behaviour of a long-span railway bridge,"

*Structure and Infrastructure Engineering*, vol. 5, no. 5, pp. 419-433, 2009.[68]

A. Liljencrantz and R. Karoumi, "Twim, A MATLAB toolbox for real-time evaluation and monitoring of traffic loads on railway bridges,"

*Structure and Infrastructure Engineering*, vol. 5, no. 5, pp. 407-417, 2009.[69]

A. Liljencrantz, R. Karoumi and P. Olofsson, "Implementing bridge weigh-in-motion for railway traffic,"

*Computers & structures*, vol. 85, no. 02-jan, pp. 80-88, 2007.[70]

E. O’Brien, M. Quilligan and R. Karoumi, "Calculating an Influence Line from Direct Measurements,"

*PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS. BRIDGE ENGINEERING*, vol. 159, no. 1, pp. 31-34, 2006.[71]

E. Bayoglu Flener, R. Karoumi and H. Sundquist, "Field testing of a long-span arch steel culvert during backfilling and in service,"

*Structure and Infrastructure Engineering*, vol. 1, no. 3, pp. 181-188, 2005.[72]

R. Karoumi, J. Wiberg and A. Liljencrantz, "Monitoring traffic loads and dynamic effects using an instrumented railway bridge,"

*Engineering structures*, vol. 27, no. 12, pp. 1813-1819, 2005.[73]

R. Karoumi and I. Markey, "Instrumentation for Monitoring the New Svinesund Bridge,"

*Nordic Road and Transport Research*, no. 1, 2004.[74]

R. Karoumi, "Some Modelling Aspects in the Nonlinear Finite Element Analysis of Cable Supported Bridges,"

*Computers and Structures*, vol. 71, no. 4, pp. 397-412, 1999.### Konferensbidrag

[75]

D. Colmenares

*et al.*, "Pedestrian bridge evaluation and modelling subjected to running load cases," in*Footbridge Madrid 2021 International Conference*, 2021.[76]

D. Colmenares, A. Andersson and R. Karoumi, "Closed-form solutionof single pedestrian induced load for clamped-clamped bridges," in

*EURODYN 2020, XI International Conference on Structural Dynamics*, 2020.[77]

P. Museros, A. Andersson and R. Karoumi, "Dynamic effect of trains with articulated coaches and Jacobs bogies with integer wheelbase ratios," in

*Proceedings of the International Conference on Structural Dynamic , EURODYN*, 2020, pp. 2646-2657.[78]

R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Reliability Assessment of the Dynamic Behavior of High-Speed Railway Bridges Using First Order Reliability Method," in

*Proceedings of the 11th International Conference on Structural Dynamics,*, 2020, pp. 3438-3450.[79]

R. Allahvirdizadeh, A. Andersson and R. Karoumi, "Reliability assessment of the dynamic behavior of high-speed railway bridges using first order reliability method," in

*Proceedings of the International Conference on Structural Dynamic , EURODYN*, 2020, pp. 3438-3450.[80]

R. Wang, J. Leander and R. Karoumi, "Risk Analysis for Decision Support --- A Case Study on Fatigue Assessment of a Steel Bridge," in

*30th European Safety and Reliability Conference and 15th Probabilistic Safety Assessment and Management Conference (ESREL2020 PSAM15)*, 2020.[81]

A. C. Neves

*et al.*, "Application of a model-free ANN approach for SHM of the Old Lidingö Bridge," in*IABSE Symposium, Guimaraes 2019 : Towards a Resilient Built Environment Risk and Asset Management - Report*, 2019, pp. 200-211.[82]

R. Wang, J. Leander and R. Karoumi, "Comparison of simulation methods applied to steel bridge reliability evaluations," in

*13th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP 2019*, 2019.[83]

A. C. Neves

*et al.*, "Cost-based optimization of the performance of a damage detection system," in*Life-Cycle Analysis and Assessment in Civil Engineering : Towards an Integrated Vision - Proceedings of the 6th International Symposium on Life-Cycle Civil Engineering, IALCCE 2018*, 2019, pp. 2103-2112.[84]

N. Al-Ayish

*et al.*, "Environmental impact of concrete structures reinforced with GFRP bars : A simplified study on columns," in*Proceedings of the fib Symposium 2019 : Concrete - Innovations in Materials, Design and Structures*, 2019, pp. 1998-2005.[85]

S. Tell

*et al.*, "Real-time hybrid simulation of a bridge-damper system," in*Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications: Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC 2019), September 2-4, 2019, Cape Town, South Africa*, 2019, pp. 1810-1813.[86]

A. C. Neves

*et al.*, "A New Approach to Damage Detection in Bridges Using Machine Learning," in*EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL*, 2018, pp. 73-84.[87]

A. Andersson

*et al.*, "Full-Scale Dynamic Testing of a Railway Bridge Using a Hydraulic Exciter," in*EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL*, 2018, pp. 354-363.[88]

M. Ulker-Kaustell

*et al.*, "Modelling of Pot Bearings - A Preliminary Study," in*EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL*, 2018, pp. 343-353.[89]

I. Gonzalez

*et al.*, "Novel AI-based railway SHM, its behaviour on simulated data versus field deployment," in*Proceedings of the 7th Asia-Pacific Workshop on Structural Health Monitoring, APWSHM 2018*, 2018, pp. 802-807.[90]

J. Leander

*et al.*, "Smart condition assessment, surveillance and management of critical bridges," in*1st International Conference on Health Monitoring of Civil & Maritime Structures (HeaMES)*, 2018.[91]

J. Leander and R. Karoumi, "The value of monitoring on the service life prediction of a critical steel bridge," in

*Life Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision: Proceedings of the Sixth International Symposium on Life-Cycle Civil Engineering (IALCCE 2018), 28-31 October 2018, Ghent, Belgium*, 2018, pp. 2121-2128.[92]

E. K. Chalouhi

*et al.*, "Vibration-Based SHM of Railway Bridges Using Machine Learning : The Influence of Temperature on the Health Prediction," in*EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL*, 2018, pp. 200-211.[93]

A. Andersson and R. Karoumi, "A soil-steel bridge under high-speed railways," in

*Archives of Institute of Civil Engineering*, 2017, pp. 45-52.[94]

E. Zäll

*et al.*, "An efficient approach for considering the effect of human-structure interaction on footbridges," in*X International Conference on Structural Dynamics, EURODYN 2017*, 2017, pp. 2913-2918.[95]

E. K. Chalouhi

*et al.*, "Damage detection in railway bridges using Machine Learning : Application to a historic structure," in*X International Conference on Structural Dynamics, EURODYN 2017*, 2017, pp. 1931-1936.[96]

A. Zangeneh

*et al.*, "Dynamic Stiffness Identification of Portal Frame Bridge-Soil System using Controlled Dynamic Testing," in*X International Conference on Structural Dynamics, EURODYN 2017*, 2017, pp. 1062-1067.[97]

G. Du, L. Pettersson and R. Karoumi, "Evaluating the life cycle environmental impact of short span bridges," in

*IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment*, 2016, pp. 1701-1707.[98]

E. Zäll

*et al.*, "Evaluation of load model for crowd-induced vibrations of footbridges," in*IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment*, 2016, pp. 65-72.[99]

M. Safi

*et al.*, "Sustainable bridge infrastructure procurement," in*IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment*, 2016, pp. 724-731.[100]

H. Beygi and R. Karoumi, "Vibration control of a high-speed railway bridge using multiple tuned mass dampers," in *IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment*, 2016, pp. 2519-2526.

[101]

A. Andersson and R. Karoumi, "Dynamics of railway bridges, analysis and verification by field tests," in

*EVACES'15, 6th International Conference On Experimental Vibration Analysis For Civil Engineering Structures*, 2015.[102]

C. Svedholm, C. Pacoste-Calmanovici and R. Karoumi, "Modal properties of simply supported railway bridges due to soil-structure interaction," in

*COMPDYN 2015*, 2015, pp. 1709-1719.[103]

S. Rådeström

*et al.*, "Parametric evaluation of viscous damper retrofit for high-speed railway bridges," in*Conference of 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015*, 2015, pp. 1672-1681.[104]

A. Andersson

*et al.*, "Pilot testing of a hydraulic bridge exciter," in*EVACES'15, 6th International Conference on Experimental Vibration Analysis For Civil Engineering Structures*, 2015, p. 02001.[105]

J. Leander and R. Karoumi, "Refined fatigue assessment of an existing steel bridge," in

*Proceeding of 13th Nordic Steel 2015 Construction Conference*, 2015.[106]

D. Cantero Lauer and R. Karoumi, "Total load effects of portal frame bridges in high-speed railway lines," in

*Conference Proceedings of the Society for Experimental Mechanics Series*, 2015, pp. 107-116.[107]

I. Gonzalez and R. Karoumi, "Continous monitoring of bearing forces and displacements in the High Coast Bridge," in

*7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014; Shanghai; China; 7 July 2014 through 11 July 2014*, 2014, pp. 566-572.[108]

A. Andersson, R. Karoumi and A. O'Connor, "Development of a multi-passive tuned mass damper, theory and experiments," in

*Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014*, 2014, pp. 1551-1556.[109]

J. Leander, C. Svedholm and R. Karoumi, "Dynamic analyses for fatigue assessment of existing steel bridges," in

*7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014; Shanghai; China; 7 July 2014 through 11 July 2014*, 2014, pp. 2373-2381.[110]

D. Cantero, E. OBrien and R. Karoumi, "Extending the Assessment Dynamic Ratio to Railway Bridges," in

*Proceedings of the Second International Conference on Railway Technology : Research, Development and Maintenance*, 2014.[111]

D. Cantero, R. Karoumi and E. OBrien,