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Publications by Raied Karoumi

Refereegranskade

Artiklar

[1]
R. Wang, J. Leander and R. Karoumi, "Fatigue reliability assessment of steel bridges considering spatialcorrelation in system evaluation," Structure and Infrastructure Engineering, pp. 1-15, 2021.
[2]
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.
[3]
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.
[4]
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.
[5]
O. Skoglund, J. Leander and R. Karoumi, "Optimizing the steel girders in a high strength steel composite bridge," Engineering structures, vol. 221, 2020.
[6]
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.
[8]
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.
[9]
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.
[10]
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.
[11]
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.
[12]
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.
[14]
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.
[16]
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.
[17]
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.
[18]
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.
[19]
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.
[20]
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.
[21]
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.
[22]
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.
[23]
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.
[24]
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.
[25]
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.
[26]
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.
[27]
D. Cantero et al., "Train–track–bridge modelling and review of parameters," Structure and Infrastructure Engineering, vol. 12, no. 9, pp. 1051-1064, 2016.
[28]
C. Svedholm et al., "Vibration of damped uniform beams with general end conditions under moving loads," Engineering structures, vol. 126, pp. 40-52, 2016.
[30]
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.
[31]
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.
[32]
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.
[33]
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.
[34]
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.
[35]
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.
[36]
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.
[38]
P. Cahill et al., "Energy Harvesting from Train-Induced Response in Bridges," Journal of Bridge Engineering, vol. 19, no. 9, pp. 04014034, 2014.
[39]
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.
[40]
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.
[41]
T. Arvidsson and R. Karoumi, "Modelling alternatives in the dynamic interaction of freight trains and bridges," Civil-Comp Proceedings, vol. 104, 2014.
[42]
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.
[43]
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.
[44]
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.
[45]
[46]
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.
[47]
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.
[48]
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.
[49]
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.
[50]
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.
[51]
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.
[53]
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.
[55]
C. Johansson, C. Pacoste and R. Karoumi, "Preliminary dynamic assessment of railway bridges subject to higher speeds," Civil-Comp Proceedings, vol. 98, 2012.
[56]
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.
[58]
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.
[59]
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.
[60]
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.
[61]
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.
[62]
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.
[63]
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.
[64]
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.
[65]
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.
[66]
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.
[67]
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.
[68]
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.
[69]
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.
[70]
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.
[71]
R. Karoumi and I. Markey, "Instrumentation for Monitoring the New Svinesund Bridge," Nordic Road and Transport Research, no. 1, 2004.
[72]
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

[73]
D. Colmenares et al., "PEDESTRIAN BRIDGE EVALUATION AND MODELLING SUBJECTED TO RUNNING LOAD CASES," in Footbridge Madrid 2021 International Conference, 2021.
[74]
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.
[75]
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.
[76]
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.
[77]
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.
[78]
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.
[79]
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.
[80]
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.
[81]
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.
[82]
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.
[83]
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.
[84]
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.
[85]
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.
[86]
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.
[87]
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.
[88]
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.
[89]
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.
[90]
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.
[91]
A. Andersson and R. Karoumi, "A soil-steel bridge under high-speed railways," in Archives of Institute of Civil Engineering, 2017, pp. 45-52.
[92]
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.
[93]
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.
[94]
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.
[95]
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.
[96]
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.
[97]
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.
[98]
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.
[99]
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.
[100]
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.
[101]
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.
[102]
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.
[103]
J. Leander and R. Karoumi, "Refined fatigue assessment of an existing steel bridge," in Proceeding of 13th Nordic Steel 2015 Construction Conference, 2015.
[104]
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.
[105]
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.
[106]
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.
[107]
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.
[108]
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.
[109]
D. Cantero, R. Karoumi and E. OBrien, "Maximum total load effects in Vehicle-Bridge dynamic interaction problems for simply supported structures," in Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, 2014, pp. 1169-1174.
[110]
T. Arvidsson and R. Karoumi, "Modelling Alternatives in the Dynamic Interaction of Freight Trains and Bridges," in Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance, 2014.
[111]
M. Solat Yavari, C. Pacoste and R. Karoumi, "Structural optimization of concrete slab frame bridges using heuristic algorithms," in OPT-i 2014 : 1st International Conference on Engineering and Applied Sciences Optimization, Proceedings, 2014, pp. 140-146.
[112]
G. Du and R. Karoumi, "Environmental life cycle assessment comparison between two bridge types : reinforced concrete bridge and steel composite bridge," in Third International Conference on Sustainable Construction Materials and Technologies, 2013.
[113]
A. Andersson, J. Leander and R. Karoumi, "Extending the fatigue service life of a railway bridge by local approaches," in International IABSE Conference, Rotterdam May 6 - 8, 2013 Assessment, Upgrading and Refurbishment of Infrastructures, 2013.
[114]
A. Andersson, R. Karoumi and A. O'Connor, "External damping of stay cables using adaptive and semi-active vibration control," in Proceedings of the 8th International Cable Supported Bridge Operators Conference, 2013.
[115]
A. Andersson, R. Karoumi and A. O'Connor, "Vibration mitigation of railway bridges using adaptive damping control," in Assessment, Upgrading and Refurbishment of Infrastructures, 2013.
[116]
A. Andersson and R. Karoumi, "Attenuating resonant behavior of a tied arch railway bridge using increased hanger damping," in Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, 2012, pp. 2572-2577.
[117]
M. Safi et al., "Bridge management system with an integrated comprehensive LCC tool," in fib Symposium 2012 : Concrete Structures for Sustainable Community - Proceedings, 2012, pp. 345-348.
[118]
G. Du and R. Karoumi, "Environmental comparison of a railway bridge with alternative designs," in fib Symp.: Concr. Struct. Sustainable Community - Proc., 2012, pp. 353-356.
[119]
E. Bayoğlu Flener and R. Karoumi, "Evaluation of the dynamic response of a soil-steel composite railway bridge," in Archives of Institute of Civil Engineering, 2012.
[120]
A. Andersson, H. Sundquist and R. Karoumi, "Full Scale Tests and Structural Evaluation of Soil-Steel Flexible Culverts for High-Speed Railways," in Second European conference on Buried Flexible Steel structures Rydzyna April 23rd – 24th 2012, 2012.
[121]
I. Gonzàlez, R. Karoumi and A. LLorens, "Improved bridge response evaluation based on dynamic testing," in Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, 2012, pp. 2584-2588.
[122]
J. Leander and R. Karoumi, "Rate of convergence of measured stress range spectra," in Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, 2012, pp. 3381-3386.
[123]
A. Andersson, R. Karoumi and A. O'Connor, "Semi-active damping systems for railway bridges," in Bridge and Concrete Research in Ireland, 6-7 september 2012, 2012.
[125]
R. Karoumi, E. Bayoglu Flener and H. Sundquist, "Dynamic testing of a soil-steel composite railway bridge," in Proc. 5th Int. conference on bridge maintenance, safety and management (IABMAS 2010), 2010, pp. 2944-2948.
[126]
J. Leander, A. Andersson and R. Karoumi, "Enhanced Assessment of the Remaining Service Life of a Steel Railway Bridge," in Damage Assessment Of Structures VIII, 2009, pp. 245-252.
[127]
R. Karoumi, K. Svedjetun and S. Gilliusson, "Monitoring Vertical Loads on the Bearings of the High Coast Suspension Bridge," in Damage Assessment Of Structures VIII, 2009, pp. 401-405.
[128]
J. S. Jensen et al., "Guideline for Load and Resistance Assessment of Existing European Railway Bridges," in Bridge Maintenance, Safety, Management, Health Monitoring and Informatics - Proceedings of the 4th International Conference on Bridge Maintenance, Safety and Management, 2008, pp. 708-709.
[129]
R. Karoumi and G. James, "Considerations for traffic loads in the assessment of existing railway bridges," in 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost; Porto; Portugal; 16 July 2006 through 19 July 2006, 2006, pp. 745-746.