| Additive construction: State-of-the-art, challenges and opportunities N Labonnote, A Rønnquist, B Manum, P Rüther Automation in construction 72, 347-366, 2016 | 276 | 2016 |
| Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: A case study O Øiseth, A Rönnquist, R Sigbjörnsson Journal of wind engineering and industrial aerodynamics 98 (12), 730-741, 2010 | 64 | 2010 |
| Probabilistic considerations on the effect of specimen size on the critical chloride content in reinforced concrete U Angst, A Rønnquist, B Elsener, CK Larsen, Ø Vennesland Corrosion Science 53 (1), 177-187, 2011 | 58 | 2011 |
| Long-term monitoring of wind field characteristics and dynamic response of a long-span suspension bridge in complex terrain A Fenerci, O Øiseth, A Rønnquist Engineering Structures 147, 269-284, 2017 | 57 | 2017 |
| An enhanced forced vibration rig for wind tunnel testing of bridge deck section models in arbitrary motion B Siedziako, O Øiseth, A Rønnquist Journal of Wind Engineering and Industrial Aerodynamics 164, 152-163, 2017 | 39 | 2017 |
| Time domain modeling of self-excited aerodynamic forces for cable-supported bridges: A comparative study O Øiseth, A Rönnquist, R Sigbjörnsson Computers & structures 89 (13-14), 1306-1322, 2011 | 37 | 2011 |
| Identification of system damping in railway catenary wire systems from full-scale measurements P Nåvik, A Rønnquist, S Stichel Engineering Structures 113, 71-78, 2016 | 35 | 2016 |
| Pedestrian induced lateral vibrations of slender footbridges A Rønnquist, E Strømmen Department of Structural Engineering, 2005 | 33 | 2005 |
| Cluster-based reduced-order modelling of the flow in the wake of a high speed train J Östh, E Kaiser, S Krajnović, BR Noack Journal of Wind Engineering and Industrial Aerodynamics 145, 327-338, 2015 | 32 | 2015 |
| Finite element formulation of the self-excited forces for time-domain assessment of wind-induced dynamic response and flutter stability limit of cable-supported bridges O Øiseth, A Rönnquist, R Sigbjörnsson Finite elements in analysis and design 50, 173-183, 2012 | 31 | 2012 |
| Contact wire irregularity stochastics and effect on high-speed railway pantograph–catenary interactions Y Song, Z Liu, A Rønnquist, P Nåvik, Z Liu IEEE Transactions on Instrumentation and Measurement 69 (10), 8196-8206, 2020 | 29 | 2020 |
| Variation in predicting pantograph–catenary interaction contact forces, numerical simulations and field measurements P Nåvik, A Rønnquist, S Stichel Vehicle System Dynamics 55 (9), 1265-1282, 2017 | 29 | 2017 |
| Operational modal analysis of an end-supported pontoon bridge KA Kvåle, O Øiseth, A Rønnquist Engineering Structures 148, 410-423, 2017 | 28 | 2017 |
| Efficient methodology for the probabilistic safety assessment of high-speed railway bridges JM Rocha, AA Henriques, R Calçada, A Rönnquist Engineering Structures 101, 138-149, 2015 | 27 | 2015 |
| Dynamic assessment of existing soft catenary systems using modal analysis to explore higher train velocities: a case study of a Norwegian contact line system A Rønnquist, P Nåvik Vehicle System Dynamics 53 (6), 756-774, 2015 | 27 | 2015 |
| The use of dynamic response to evaluate and improve the optimization of existing soft railway catenary systems for higher speeds P Nåvik, A Rønnquist, S Stichel Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2016 | 26 | 2016 |
| Implications of the operation of multiple pantographs on the soft catenary systems in Sweden Z Liu, PA Jönsson, S Stichel, A Rønnquist Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2016 | 24 | 2016 |
| A wireless railway catenary structural monitoring system: Full-scale case study P Nåvik, A Rønnquist, S Stichel Case Studies in Structural Engineering 6, 22-30, 2016 | 20 | 2016 |
| On the implementation of an auxiliary pantograph for speed increase on existing lines Z Liu, PA Jönsson, S Stichel, A Rønnquist Vehicle System Dynamics 54 (8), 1077-1097, 2016 | 19 | 2016 |
| Prediction of material damping in timber floors, and subsequent evaluation of structural damping N Labonnote, A Rønnquist, KA Malo Materials and Structures, 1-11, 2014 | 17 | 2014 |
