| Failure of plain concrete beam at impact load: 3D finite element analysis V Travaš, J Ožbolt, I Kožar International journal of fracture 160, 31-41, 2009 | 51 | 2009 |
| Coastal water quality prediction based on machine learning with feature interpretation and spatio-temporal analysis L Grbčić, S Družeta, G Mauša, T Lipić, DV Lušić, M Alvir, I Lučin, A Sikirica, ... Environmental modelling & software 155, 105458, 2022 | 38 | 2022 |
| Salt-wedge response to variable river flow and sea-level rise in the Microtidal Rječina River Estuary, Croatia N Krvavica, V Travaš, N Ožanić Journal of coastal research 33 (4), 802-814, 2017 | 24 | 2017 |
| Numerical modelling of two-layer shallow water flow in microtidal salt-wedge estuaries: Finite volume solver and field validation N Krvavica, I Kožar, V Travaš, N Ožanić Journal of Hydrology and Hydromechanics 65 (1), 49-59, 2017 | 23 | 2017 |
| A field study of interfacial friction and entrainment in a microtidal salt-wedge estuary N Krvavica, V Travaš, N Ožanić Environmental fluid mechanics 16 (6), 1223-1246, 2016 | 19 | 2016 |
| Failure of plain concrete beam at impact load: 3D finite element analysis V Travas, J Ozbolt, I Kozar International Journal of Fracture 160 (1), 31, 2009 | 12 | 2009 |
| Potencijali istraživačkog rada na Građevinskom fakultetu u Rijeci M Cuculić, S Mrakovčić, V Jagodnik, Ž Smolčić, V Travaš Sabora hrvatskih graditelja, 953-962, 2016 | 8 | 2016 |
| A MIXED MOC/FDM NUMERICAL FORMULATIONFOR HYDRAULIC TRANSIENTS V Travaš, S Basara Technical Gazette 22 (5), 1141-1147, 2015 | 7 | 2015 |
| Hydraulics of stratified two-layer flow in Rječina Estuary N Krvavica, V Travaš, N Ravlić, N Ožanić Landslide and Flood Hazard Assessment, 257-261, 2013 | 7 | 2013 |
| Three-dimensional finite element formulation for nonlinear dynamic analysis of seismic site and structure response S Mitrović, J Ožbolt, V Travaš European Journal of Environmental and Civil Engineering 19 (7), 789-804, 2015 | 6 | 2015 |
| Response of concrete members to impact loading, Dynamic fracture of concrete–compact tension specimen, FraMCoS-7, Jeju HW Reinhardt, J Ožbolt, V Travaš Korea, 1701-1714, 2010 | 6 | 2010 |
| Numerical and experimental analysis of seepage beneath a model of a gravity dam T Jelenković, V Travaš Engineering Review: Međunarodni časopis namijenjen publiciranju originalnih …, 2013 | 4 | 2013 |
| Three-dimensional Finite Element Formulation for Concrete Failure at High Energy Impact Loadings V Travaš Dissertation, Faculty of Civil Engineering Rijeka, 2009 | 4 | 2009 |
| Statička i dinamička analiza prostorne lančanice V Travaš, I Kožar Građevinar 60 (05.), 395-402, 2008 | 4 | 2008 |
| Model gibanja čestica mikroplastike u nehomogenom i laminarnom polju brzine V Travaš, L Kranjčević, S Družeta, T Holjević, I Lučin, M Alvir, L Grbčić, ... Hrvatske vode 29 (117), 201-213, 2021 | 3 | 2021 |
| Modelling of the morphology of open river beds for the implementation of a one-dimensional flow analysis V Travas, N Krvavica Hrvatske vode 23 (92), 123-132, 2015 | 3 | 2015 |
| Numerical analysis of hysteresis in rating curves for open channel flow V Travaš, N Krvavica, I Radman International Journal for Engineering Modelling 25, 1-6, 2012 | 3 | 2012 |
| Nasipi u hidromelioracionim radovima-Hidraulička analiza nestacionarnog tečenja kroz hidromelioracione nasipe G Gjetvaj, V Travaš Knjiga 2, 2005 | 3 | 2005 |
| Experimental Assessment of Drag Coefficient for Quasi-Radially-Symmetric Microplastic Particles Sinking in Water Stream T Holjević, V Travaš, S Družeta, D Holjević Journal of marine science and engineering 11 (3), 549, 2023 | 2 | 2023 |
| Oscilacije vodnih masa u vodnoj komori generičkog oblika V Travaš Građevinar 66 (4), 323-334, 2014 | 2 | 2014 |
