Additive construction: State-of-the-art, challenges and opportunities N Labonnote, A Rønnquist, B Manum, P Rüther Automation in construction 72, 347-366, 2016 | 624 | 2016 |
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 | 164 | 2020 |
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 | 130 | 2017 |
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 | 88 | 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 | 84 | 2011 |
Wind deflection analysis of railway catenary under crosswind based on nonlinear finite element model and wind tunnel test Y Song, M Zhang, O Øiseth, A Rønnquist Mechanism and Machine Theory 168, 104608, 2022 | 74 | 2022 |
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 | 74 | 2017 |
Operational modal analysis of an end-supported pontoon bridge KA Kvåle, O Øiseth, A Rønnquist Engineering Structures 148, 410-423, 2017 | 73 | 2017 |
A data-based structural health monitoring approach for damage detection in steel bridges using experimental data BT Svendsen, GT Frøseth, O Øiseth, A Rønnquist Journal of Civil Structural Health Monitoring 12 (1), 101-115, 2022 | 59 | 2022 |
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 | 59 | 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 | 56 | 2016 |
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 | 52 | 2015 |
Influence line extraction by deconvolution in the frequency domain GT Frøseth, A Rønnquist, D Cantero, O Øiseth Computers & Structures 189, 21-30, 2017 | 50 | 2017 |
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 | 47 | 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 | 44 | 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 | 44 | 2012 |
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 | 43 | 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 | 40 | 2016 |
Assessment of the high-frequency response in railway pantograph-catenary interaction based on numerical simulation Y Song, A Rønnquist, P Nåvik IEEE Transactions on Vehicular Technology 69 (10), 10596-10605, 2020 | 38 | 2020 |
Improved finite element model updating of a full-scale steel bridge using sensitivity analysis BT Svendsen, ØW Petersen, GT Frøseth, A Rønnquist Structure and Infrastructure Engineering 19 (3), 315-331, 2022 | 37 | 2022 |