Ragnar Sigbjörnsson
- (1973): Along-Wind Response of Large Bluff Buildings. In: Journal of the Structural Division (ASCE), v. 99, n. 3 (März 1973).
- (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 (Mai 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 (Dezember 2010).
- (1998): Probabilistic assessment of wind related accidents of road vehicles: A reliability approach. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 74-76 (April 1998).
- (1992): Wind structure over postglacial lava surface. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 41, n. 1-3 (Oktober 1992).
- (2007): A Fast and Efficient Simulation of the Far-Fault and Near-Fault Earthquake Ground Motions Associated with the June 17 and 21, 2000, Earthquakes in South Iceland. In: Journal of Earthquake Engineering, v. 11, n. 3 ( 2007).
- (2011): Digital Filters for Simulation of Seismic Ground Motion and Structural Response. In: Journal of Earthquake Engineering, v. 15, n. 8 ( 2011).
- (2011): Can Simple Pulses Adequately Represent Near-Fault Ground Motions?. In: Journal of Earthquake Engineering, v. 15, n. 8 ( 2011).
- (2016): Modelling the stochastic dynamic behaviour of a pontoon bridge: A case study. In: Computers & Structures, v. 165 (März 2016).
- (2011): Time domain modeling of self-excited aerodynamic forces for cable-supported bridges: A comparative study. In: Computers & Structures, v. 89, n. 13-14 (Juli 2011).
- (2001): Stochastic models for simulation of strong ground motion in Iceland. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 9 (September 2001).
- (1995): Application of arma models to estimate earthquake ground motion and structural response. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 7 (Juli 1995).
- (2016): Interrelations in multi-source geohazard monitoring for safety management of infrastructure systems. In: Structure and Infrastructure Engineering, v. 12, n. 3 (März 2016).
- (1979): Stochastic theory of wave loading processes. In: Engineering Structures, v. 1, n. 2 (Januar 1979).
- (1980): On the reliability of standard wave spectra in structural response analysis. In: Engineering Structures, v. 2, n. 2 (April 1980).
- (1980): On stochastic dynamics of floating bridges. In: Engineering Structures, v. 2, n. 4 (Oktober 1980).
- (1982): Spectral analysis of nonlinear wave load effects on offshore platforms. In: Engineering Structures, v. 4, n. 1 (Januar 1982).
- (1981): Along-wind response of suspension bridges with special reference to stiffening by horizontal cables. In: Engineering Structures, v. 3, n. 1 (Januar 1981).
- (1982): Computational methods for offshore structures. In: Engineering Structures, v. 4, n. 2 (April 1982).
- (1981): Extreme and fatigue response of offshore platforms due to three-dimensional stochastic wave fields. In: Engineering Structures, v. 3, n. 4 (Oktober 1981).
- (2013): A saga of the 1896 South Iceland earthquake sequence: magnitudes, macroseismic effects and damage. In: Bulletin of Earthquake Engineering, v. 12, n. 1 (Dezember 2013).
- (2011): Assessment of ground motion variability and its effects on seismic hazard analysis: a case study for iceland. In: Bulletin of Earthquake Engineering, v. 9, n. 4 (Februar 2011).
- (2010): Probabilistic seismic hazard assessment for Thailand. In: Bulletin of Earthquake Engineering, v. 9, n. 2 (November 2010).
- (2015): Seismic hazard assessment for Iceland in terms of macroseismic intensity using a site approach. In: Bulletin of Earthquake Engineering, v. 14, n. 7 (Mai 2015).
- (2006): Significance of severe distant and moderate close earthquakes on design and behavior of tall buildings. In: The Structural Design of Tall and Special Buildings, v. 15, n. 4 ( 2006).
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