Christoph Adam 
- (2023): Vertical floor acceleration spectra for regular steel frame structures. In: Structures, v. 55 (September 2023).
- (2023): Nonlinear stability of three-layer circular shallow arches with elastic interlayer bonding. In: International Journal of Structural Stability and Dynamics, v. 23, n. 16-18 (November 2023).
- (2022): Vergleich der Methoden zur Berechnung der seismischen Tragwerksantwort. In: Beton- und Stahlbetonbau, v. 117, n. 11 (November 2022).
- (2022): A Probabilistic Model for the Amplification of the Vibration Response of Railway Bridges Due to Random Track Unevenness in High-Speed Traffic. In: International Journal of Structural Stability and Dynamics, v. 22, n. 10 (Juni 2022).
- (2020): Parametric study of the compaction effect and the response of an oscillation roller. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 173, n. 4 (August 2020).
- (2019): Tragwerksantwort Wiener Gründerzeithäuser unter Erdbebenanregung auf Grundlage des Wiener Erdbebensatzes/Seismic response of Viennese brick masonry buildings based on the Viennese ground motion set. In: Bauingenieur, v. 94, n. 12 (Dezember 2019).
- (2022): Variable mass loading effect on the long-term ambient response of a freeway bridge. In: Structure and Infrastructure Engineering, v. 18, n. 3 (Januar 2022).
- (2020): Numerical simulation of the compaction effect and the dynamic response of an oscillation roller based on a hypoplastic soil model. In: Soil Dynamics and Earthquake Engineering, v. 132 (Mai 2020).
- (2014): A Multi-Step Approach for Identification of Structural Modifications Based on Operational Modal Analysis. In: International Journal of Structural Stability and Dynamics, v. 14, n. 5 (Juni 2014).
- (2019): A Stochastic View on the Effect of Random Rail Irregularities on Railway Bridge Vibrations. In: Structure and Infrastructure Engineering, v. 15, n. 12 (Juni 2019).
- (2019): Vertical peak floor accelerations of elastic moment-resisting steel frames. In: Bulletin of Earthquake Engineering, v. 17, n. 6 (April 2019).
- (2017): Optimal Spectral Acceleration-based Intensity Measure for Seismic Collapse Assessment of P-Delta Vulnerable Frame Structures. In: Journal of Earthquake Engineering, v. 21, n. 7 ( 2017).
- (2014): Selective sensitive finite element model updating: an improved approach. In: Structural Control and Health Monitoring, v. 21, n. 8 (August 2014).
- (2016): Vertical acceleration demands on column lines of steel moment-resisting frames. In: Earthquake Engineering and Structural Dynamics, v. 45, n. 12 (10 Oktober 2016).
- (2017): Quick assessment of high-speed railway bridges based on a non-dimensional parameter representation. In: Advances in Structural Engineering, v. 20, n. 11 (Juni 2017).
- (2012): Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect. In: Earthquake Engineering and Structural Dynamics, v. 41, n. 4 (10 April 2012).
- (2012): Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta. In: Engineering Structures, v. 44 (November 2012).
- (2017): Optimal intensity measure based on spectral acceleration for P-delta vulnerable deteriorating frame structures in the collapse limit state. In: Bulletin of Earthquake Engineering, v. 15, n. 10 (März 2017).
- (2014): A novel displacement-based seismic design method for framed structures considering P-Delta induced dynamic instability. In: Bulletin of Earthquake Engineering, v. 13, n. 4 (November 2014).
- (2012): Rapid seismic evaluation of historic brick-masonry buildings in Vienna (Austria) based on visual screening. In: Bulletin of Earthquake Engineering, v. 10, n. 6 (Oktober 2012).
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