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Publikationer av Raied Karoumi

Refereegranskade

Artiklar

[1]
R. Wang, J. Leander och R. Karoumi, "Fatigue reliability assessment of steel bridges considering spatial correlation in system evaluation," Structure and Infrastructure Engineering, s. 1-15, 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 och R. Karoumi, "Model-free damage detection of a laboratory bridge using artificial neural networks," Journal of Civil Structural Health Monitoring, vol. 10, no. 2, s. 183-195, 2020.
[5]
A. Wadi, L. Pettersson och 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 och R. Karoumi, "Optimizing the steel girders in a high strength steel composite bridge," Engineering structures, vol. 221, 2020.
[7]
O. Skoglund, J. Leander och R. Karoumi, "Overview of steel bridges containing high strength steel material," International Journal of Steel Structures, vol. 20, s. 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, s. 111103, 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, s. 212-218, 2019.
[12]
E. K. Chalouhi, C. Pacoste och 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, s. 53-78, 2019.
[13]
T. Arvidsson, A. Andersson och R. Karoumi, "Train running safety on non-ballasted bridges," International Journal of Rail transportation, vol. 7, no. 1, s. 1-22, 2019.
[14]
J. J. Veganzones Muñoz, C. Pacoste och R. Karoumi, "Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs," Nordic Concrete Research, vol. 61, no. 2, s. 131-152, 2019.
[16]
A. Wadi, L. Pettersson och 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, s. 217-227, 2018.
[18]
J. J. Veganzones Muñoz et al., "Influence of Edge Beam on Behavior of Bridge Overhangs," ACI Structural Journal, vol. 115, no. 4, s. 957-970, 2018.
[19]
G. Du, L. Pettersson och R. Karoumi, "Soil-steel composite bridge : An alternative design solution for short spans considering LCA," Journal of Cleaner Production, vol. 189, s. 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, s. 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, s. 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, s. 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, s. 100-120, 2016.
[24]
A. Wadi, L. Pettersson och R. Karoumi, "Flexible culverts in sloping terrain : Numerical simulation of avalanche load effects," Cold Regions Science and Technology, vol. 124, s. 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, s. 1185-1201, 2016.
[26]
D. Cantero och R. Karoumi, "Numerical evaluation of the mid-span assumption in the calculation of total load effects in railway bridges," Engineering structures, vol. 107, s. 1-8, 2016.
[27]
M. Solat Yavari, C. Pacoste-Calmanovici och R. Karoumi, "Structural Optimization of Concrete Slab Frame Bridges Considering Investment Cost," Journal of Civil Engineering and Architecture, vol. 10, s. 982-994, 2016.
[28]
D. Cantero, M. Ülker-Kaustell och R. Karoumi, "Time-frequency analysis of railway bridge response in forced vibration," Mechanical systems and signal processing, vol. 76-77, s. 518-530, 2016.
[29]
D. Cantero et al., "Train–track–bridge modelling and review of parameters," Structure and Infrastructure Engineering, vol. 12, no. 9, s. 1051-1064, 2016.
[30]
C. Svedholm et al., "Vibration of damped uniform beams with general end conditions under moving loads," Engineering structures, vol. 126, s. 40-52, 2016.
[32]
I. Gonzalez och R. Karoumi, "BWIM aided damage detection in bridges using machine learning," Journal of Civil Structural Health Monitoring, vol. 5, no. 5, s. 715-725, 2015.
[33]
M. A. Safi, H. Sundquist och 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 och R. Karoumi, "Flexible culverts in sloping terrain : Numerical simulation of soil loading effects," Engineering structures, vol. 101, s. 111-124, 2015.
[35]
A. Andersson, A. O'Connor och R. Karoumi, "Passive and Adaptive Damping Systems for Vibration Mitigation and Increased Fatigue Service Life of a Tied Arch Railway Bridge," Computer-Aided Civil and Infrastructure Engineering, vol. 30, no. 9, s. 748-757, 2015.
[36]
J. Leander, B. Norlin och 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 och A. Gonzalez, "The Virtual Axle concept for detection of localised damage using Bridge Weigh-in-Motion data," Engineering structures, vol. 89, s. 26-36, 2015.
[38]
I. Gonzalez och R. Karoumi, "Analysis of the annual variations in the dynamic behavior of a ballasted railway bridge using Hilbert transform," Engineering structures, vol. 60, s. 126-132, 2014.
[40]
P. Cahill et al., "Energy Harvesting from Train-Induced Response in Bridges," Journal of Bridge Engineering, vol. 19, no. 9, s. 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, s. 1948-1964, 2014.
[42]
G. Du och R. Karoumi, "Life cycle assessment framework for railway bridges : literature survey and critical issues," Structure and Infrastructure Engineering, vol. 10, no. 3, s. 277-294, 2014.
[43]
T. Arvidsson och R. Karoumi, "Modelling alternatives in the dynamic interaction of freight trains and bridges," Civil-Comp Proceedings, vol. 104, 2014.
[44]
T. Arvidsson, R. Karoumi och C. Pacoste, "Statistical screening of modelling alternatives in train-bridge interaction systems," Engineering structures, vol. 59, s. 693-701, 2014.
[45]
I. Gonzalez och R. Karoumi, "Traffic monitoring using a structural health monitoring system," Proceedings of the ICE - Bridge Engineering, vol. 168, no. 1, s. 13-23, 2014.
[46]
T. Arvidsson och R. Karoumi, "Train–bridge interaction : a review and discussion of key model parameters," International Journal of Rail Transportation, vol. 2, no. 3, s. 147-186, 2014.
[47]
[48]
V. Thiebault, G. Du och R. Karoumi, "Design of railway bridges considering life-cycle assessment," Proceedings of the Institution of Civil Engineers : Bridge Engineering, vol. 166, no. 4, s. 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, s. 1240-1250, 2013.
[50]
J. Leander och R. Karoumi, "Dynamics of thick bridge beams and its influence on fatigue life predictions," Journal of constructional steel research, vol. 89, s. 262-271, 2013.
[51]
M. Ülker-Kaustell och R. Karoumi, "Influence of rate-independent hysteresis on the dynamic response of a railway bridge," International Journal of Rail Transportation, vol. 1, no. 4, s. 237-257, 2013.
[52]
G. Du och R. Karoumi, "LCA of Railway Bridge : a comparison between two superstructure designs," Structure and Infrastructure Engineering, vol. 9, no. 11, s. 1149-1160, 2013.
[53]
I. Gonzalez, M. Ülker-Kaustell och R. Karoumi, "Seasonal effects on the stiffness properties of a ballasted railway bridge," Engineering structures, vol. 57, s. 63-72, 2013.
[55]
M. Ülker-Kaustell och R. Karoumi, "Influence of non-linear stiffness and damping on the train-bridge resonance of a simply supported railway bridge," Engineering structures, vol. 41, s. 350-355, 2012.
[57]
C. Johansson, C. Pacoste och R. Karoumi, "Preliminary dynamic assessment of railway bridges subject to higher speeds," Civil-Comp Proceedings, vol. 98, 2012.
[58]
J. Leander och R. Karoumi, "Quality Assurance of Measured Response Intended for Fatigue Life Prediction," Journal of Bridge Engineering, vol. 17, no. 4, s. 711-719, 2012.
[60]
M. Ulker-Kaustell och 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, s. 911-919, 2011.
[61]
O. Larsson och R. Karoumi, "Modelling of climatic thermal actions in hollow concrete box cross-sections," Structural Engineering International, vol. 21, no. 1, s. 74-79, 2011.
[62]
J. Wallin, J. Leander och R. Karoumi, "Strengthening of a steel railway bridge and its impact on the dynamic response to passing trains," Engineering structures, vol. 33, no. 2, s. 635-646, 2011.
[63]
J. Leander, A. Andersson och R. Karoumi, "Monitoring and enhanced fatigue evaluation of a steel railway bridge," Engineering structures, vol. 32, no. 3, s. 854-863, 2010.
[64]
M. Ülker-Kaustell, R. Karoumi och C. Pacoste, "Simplified analysis of the dynamic soil-structure interaction of a portal frame railway bridge," Engineering structures, vol. 32, no. 11, s. 3692-3698, 2010.
[65]
E. Bayoglu Flener och 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, s. 19-29, 2010.
[66]
E. Bayoglu Flener och R. Karoumi, "Dynamic testing of a soil-steel composite railway bridge," Engineering structures, vol. 31, no. 12, s. 2803-2811, 2009.
[67]
J. Wiberg och R. Karoumi, "Monitoring dynamic behaviour of a long-span railway bridge," Structure and Infrastructure Engineering, vol. 5, no. 5, s. 419-433, 2009.
[68]
A. Liljencrantz och 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, s. 407-417, 2009.
[69]
A. Liljencrantz, R. Karoumi och P. Olofsson, "Implementing bridge weigh-in-motion for railway traffic," Computers & structures, vol. 85, no. 02-jan, s. 80-88, 2007.
[70]
E. O’Brien, M. Quilligan och R. Karoumi, "Calculating an Influence Line from Direct Measurements," PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS. BRIDGE ENGINEERING, vol. 159, no. 1, s. 31-34, 2006.
[71]
E. Bayoglu Flener, R. Karoumi och H. Sundquist, "Field testing of a long-span arch steel culvert during backfilling and in service," Structure and Infrastructure Engineering, vol. 1, no. 3, s. 181-188, 2005.
[72]
R. Karoumi, J. Wiberg och A. Liljencrantz, "Monitoring traffic loads and dynamic effects using an instrumented railway bridge," Engineering structures, vol. 27, no. 12, s. 1813-1819, 2005.
[73]
R. Karoumi och 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, s. 397-412, 1999.

Konferensbidrag

[75]
D. Colmenares et al., "Pedestrian bridge evaluation and modelling subjected to running load cases," i Footbridge Madrid 2021 International Conference, 2021.
[76]
D. Colmenares, A. Andersson och R. Karoumi, "Closed-form solutionof single pedestrian induced load for clamped-clamped bridges," i EURODYN 2020, XI International Conference on Structural Dynamics, 2020.
[77]
P. Museros, A. Andersson och R. Karoumi, "Dynamic effect of trains with articulated coaches and Jacobs bogies with integer wheelbase ratios," i Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, s. 2646-2657.
[78]
R. Allahvirdizadeh, A. Andersson och R. Karoumi, "Reliability Assessment of the Dynamic Behavior of High-Speed Railway Bridges Using First Order Reliability Method," i Proceedings of the 11th International Conference on Structural Dynamics,, 2020, s. 3438-3450.
[79]
R. Allahvirdizadeh, A. Andersson och R. Karoumi, "Reliability assessment of the dynamic behavior of high-speed railway bridges using first order reliability method," i Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, s. 3438-3450.
[80]
R. Wang, J. Leander och R. Karoumi, "Risk Analysis for Decision Support --- A Case Study on Fatigue Assessment of a Steel Bridge," i 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," i IABSE Symposium, Guimaraes 2019 : Towards a Resilient Built Environment Risk and Asset Management - Report, 2019, s. 200-211.
[82]
R. Wang, J. Leander och R. Karoumi, "Comparison of simulation methods applied to steel bridge reliability evaluations," i 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," i 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, s. 2103-2112.
[84]
N. Al-Ayish et al., "Environmental impact of concrete structures reinforced with GFRP bars : A simplified study on columns," i Proceedings of the fib Symposium 2019 : Concrete - Innovations in Materials, Design and Structures, 2019, s. 1998-2005.
[85]
S. Tell et al., "Real-time hybrid simulation of a bridge-damper system," i Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications: Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC 2019), September 2-4, 2019, Cape Town, South Africa, 2019, s. 1810-1813.
[86]
A. C. Neves et al., "A New Approach to Damage Detection in Bridges Using Machine Learning," i EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, s. 73-84.
[87]
A. Andersson et al., "Full-Scale Dynamic Testing of a Railway Bridge Using a Hydraulic Exciter," i EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, s. 354-363.
[88]
M. Ulker-Kaustell et al., "Modelling of Pot Bearings - A Preliminary Study," i EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, s. 343-353.
[89]
I. Gonzalez et al., "Novel AI-based railway SHM, its behaviour on simulated data versus field deployment," i Proceedings of the 7th Asia-Pacific Workshop on Structural Health Monitoring, APWSHM 2018, 2018, s. 802-807.
[90]
J. Leander et al., "Smart condition assessment, surveillance and management of critical bridges," i 1st International Conference on Health Monitoring of Civil & Maritime Structures (HeaMES), 2018.
[91]
J. Leander och R. Karoumi, "The value of monitoring on the service life prediction of a critical steel bridge," i 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, s. 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," i EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, s. 200-211.
[93]
A. Andersson och R. Karoumi, "A soil-steel bridge under high-speed railways," i Archives of Institute of Civil Engineering, 2017, s. 45-52.
[94]
E. Zäll et al., "An efficient approach for considering the effect of human-structure interaction on footbridges," i X International Conference on Structural Dynamics, EURODYN 2017, 2017, s. 2913-2918.
[95]
E. K. Chalouhi et al., "Damage detection in railway bridges using Machine Learning : Application to a historic structure," i X International Conference on Structural Dynamics, EURODYN 2017, 2017, s. 1931-1936.
[96]
A. Zangeneh et al., "Dynamic Stiffness Identification of Portal Frame Bridge-Soil System using Controlled Dynamic Testing," i X International Conference on Structural Dynamics, EURODYN 2017, 2017, s. 1062-1067.
[97]
G. Du, L. Pettersson och R. Karoumi, "Evaluating the life cycle environmental impact of short span bridges," i IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, s. 1701-1707.
[98]
E. Zäll et al., "Evaluation of load model for crowd-induced vibrations of footbridges," i IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, s. 65-72.
[99]
M. Safi et al., "Sustainable bridge infrastructure procurement," i IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, s. 724-731.
[100]
H. Beygi och R. Karoumi, "Vibration control of a high-speed railway bridge using multiple tuned mass dampers," i IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, s. 2519-2526.
[101]
A. Andersson och R. Karoumi, "Dynamics of railway bridges, analysis and verification by field tests," i EVACES'15, 6th International Conference On Experimental Vibration Analysis For Civil Engineering Structures, 2015.
[102]
C. Svedholm, C. Pacoste-Calmanovici och R. Karoumi, "Modal properties of simply supported railway bridges due to soil-structure interaction," i COMPDYN 2015, 2015, s. 1709-1719.
[103]
S. Rådeström et al., "Parametric evaluation of viscous damper retrofit for high-speed railway bridges," i Conference of 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015, 2015, s. 1672-1681.
[104]
A. Andersson et al., "Pilot testing of a hydraulic bridge exciter," i EVACES'15, 6th International Conference on Experimental Vibration Analysis For Civil Engineering Structures, 2015, s. 02001.
[105]
J. Leander och R. Karoumi, "Refined fatigue assessment of an existing steel bridge," i Proceeding of 13th Nordic Steel 2015 Construction Conference, 2015.
[106]
D. Cantero Lauer och R. Karoumi, "Total load effects of portal frame bridges in high-speed railway lines," i Conference Proceedings of the Society for Experimental Mechanics Series, 2015, s. 107-116.
[107]
I. Gonzalez och R. Karoumi, "Continous monitoring of bearing forces and displacements in the High Coast Bridge," i 7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014; Shanghai; China; 7 July 2014 through 11 July 2014, 2014, s. 566-572.
[108]
A. Andersson, R. Karoumi och A. O'Connor, "Development of a multi-passive tuned mass damper, theory and experiments," i Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, 2014, s. 1551-1556.
[109]
J. Leander, C. Svedholm och R. Karoumi, "Dynamic analyses for fatigue assessment of existing steel bridges," i 7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014; Shanghai; China; 7 July 2014 through 11 July 2014, 2014, s. 2373-2381.
[110]
D. Cantero, E. OBrien och R. Karoumi, "Extending the Assessment Dynamic Ratio to Railway Bridges," i Proceedings of the Second International Conference on Railway Technology : Research, Development and Maintenance, 2014.
[111]
D. Cantero, R. Karoumi och E. OBrien, "Maximum total load effects in Vehicle-Bridge dynamic interaction problems for simply supported structures," i Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, 2014, s. 1169-1174.
[112]
T. Arvidsson och R. Karoumi,