Influence of non-linear stiffness and damping on the train-bridge resonance of a simply supported railway bridgeÜLKER-KAUSTELL, Mahir; KAROUMI, Raid.Engineering structures. 2012, Vol 41, pp 350-355, issn 0141-0296, 6 p.Article

Application of the continuous wavelet transform on the free vibrations of a steel―concrete composite railway bridgeÜLKER-KAUSTELL, Mahir; KAROUMI, Raid.Engineering structures. 2011, Vol 33, Num 3, pp 911-919, issn 0141-0296, 9 p.Article

Dynamic testing of a soil―steel composite railway bridgeBAYOGLU FLENER, Esra; KAROUMI, Raid.Engineering structures. 2009, Vol 31, Num 12, pp 2803-2811, issn 0141-0296, 9 p.Article

Analysis of the annual variations in the dynamic behavior of a ballasted railway bridge using Hilbert transformGONZALEZ, Ignacio; KAROUMI, Raid.Engineering structures. 2014, Vol 60, pp 126-132, issn 0141-0296, 7 p.Article

Modelling of Climatic Thermal Actions in Hollow Concrete Box Cross-SectionsLARSSON, Oskar; KAROUMI, Raid.Structural engineering international. 2011, Vol 21, Num 1, pp 74-79, issn 1016-8664, 6 p.Article

The application of a damage detection method using Artificial Neural Network and train-induced vibrations on a simplified railway bridge modelJIANGPENG SHU; ZIYE ZHANG; GONZALEZ, Ignacio et al.Engineering structures. 2013, Vol 52, pp 408-421, issn 0141-0296, 14 p.Article

Monitoring and enhanced fatigue evaluation of a steel railway bridgeLEANDER, John; ANDERSSON, Andreas; KAROUMI, Raid et al.Engineering structures. 2010, Vol 32, Num 3, pp 854-863, issn 0141-0296, 10 p.Article

Simplified analysis of the dynamic soil―structure interaction of a portal frame railway bridgeÜLKER-KAUSTELL, Mahir; KAROUMI, Raid; PACOSTE, Costin et al.Engineering structures. 2010, Vol 32, Num 11, pp 3692-3698, issn 0141-0296, 7 p.Article

Railway bridge response to passing trains: Measurements and FE model updatingWIBERG, Johan; KAROUMI, Raid.Trita-BKN. Bulletin. 2009, Vol 100, issn 1103-4270, 122 p.Thesis

Implementing bridge weigh-in-motion for railway trafficLILJENCRANTZ, Axel; KAROUMI, Raid; OLOFSSON, Per et al.Computers & structures. 2007, Vol 85, Num 1-2, pp 80-88, issn 0045-7949, 9 p.Article

Integration of Life-Cycle Cost Analysis with Bridge Management Systems: Case Study of Swedish Bridge and Tunnel Management SystemSAFI, Mohammed; SUNDQUIST, Hakan; KAROUMI, Raid et al.Transportation research record. 2012, Num 2292, pp 125-133, issn 0361-1981, 9 p.Article

Seasonal effects on the stiffness properties of a ballasted railway bridgeGONZALES, Ignacio; ÜLKER-KAUSTELL, Mahir; KAROUMI, Raid et al.Engineering structures. 2013, Vol 57, pp 63-72, issn 0141-0296, 10 p.Article

Statistical screening of individual and joint effect of several modelling factors on the dynamic finite element response of a railway bridgeWIBERG, Johan; KAROUMI, Raid; PACOSTE, Costin et al.Computers & structures. 2012, Vol 106-07, pp 91-104, issn 0045-7949, 14 p.Article

Strengthening of a steel railway bridge and its impact on the dynamic response to passing trainsWALLIN, Joakim; LEANDER, John; KAROUMI, Raid et al.Engineering structures. 2011, Vol 33, Num 2, pp 635-646, issn 0141-0296, 12 p.Article

Study and Application of Modern Bridge Monitoring TechniquesGONZALEZ, Ignacio; KAROUMI, Raid.Trita-BKN. Bulletin. 2011, Vol 110, issn 1103-4270, [85 p.]Thesis

Application of Monitoring to Dynamic Characterization and Damage Detection in BridgesGONZALEZ, Ignacio; KAROUMI, Raid.Trita-BKN. Bulletin. 2014, Vol 126, issn 1103-4270, [125 p.]Thesis

Simplified Dynamic Analysis of Railway Bridges under High-Speed TrainsJOHANSSON, Christoffer; PACOSTE, Costin; KAROUMI, Raid et al.Trita-BKN. Bulletin. 2013, Vol 116, issn 1103-4270, 107 p.Thesis

Raising Allowable Axle Loads on Railway Bridges using Simulation and Field DataJAMES, Gerard; SUNDQUIST, Håkan; KAROUMI, Raid et al.Trita-BKN. Bulletin. 2001, Vol 63, issn 1103-4270, 161 p.Thesis

Monitoring of the New Arsta railway bridge using traditional and fibre optic sensorsENCKELL-EL-JEMLI, Merit; KAROUMI, Raid; LANARO, Flavio et al.SPIE proceedings series. 2003, pp 279-288, isbn 0-8194-4862-1, 10 p.Conference Paper