Anders Rönnquist 
- : How conservative is the Norwegian fatigue load model for service life estimation of railway bridges?. In: Structure and Infrastructure Engineering.
- (2020): Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments. In: Shock and Vibration, v. 2020 (January 2020).
- (2022): Systematic Metadata Analysis of Wind-Exposed Long-Span Bridges for Road Vehicle Safety Assessments. In: Journal of Bridge Engineering (ASCE), v. 27, n. 2 (February 2022).
- (2019): Load model of historic traffic for fatigue life estimation of Norwegian railway bridges. In: Engineering Structures, v. 200 (December 2019).
- (2013): Effects of co-spectral densities of atmospheric turbulence on the dynamic response of cable-supported bridges: A case study. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 116 (May 2013).
- (2010): Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: A case study. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 98, n. 12 (December 2010).
- (2019): Finding the train composition causing greatest fatigue damage in railway bridges by Late Acceptance Hill Climbing. In: Engineering Structures, v. 196 (October 2019).
- (2019): Evolution of load conditions in the Norwegian railway network and imprecision of historic railway load data. In: Structure and Infrastructure Engineering, v. 15, n. 2 (January 2019).
- (2011): Time domain modeling of self-excited aerodynamic forces for cable-supported bridges: A comparative study. In: Computers & Structures, v. 89, n. 13-14 (July 2011).
- (2008): Dynamic Properties from Full Scale Recordings and FE-Modelling of a Slender Footbridge with Flexible Connections. In: Structural Engineering International, v. 18, n. 4 (November 2008).
Structurae cooperates with
