Robert Jankowski 
- (2023): Experimental study on earthquake‐induced pounding between steel structures. In: ce/papers, v. 6, n. 3-4 (September 2023).
- (2024): Controlling nodal displacement of pantographic structures using matrix condensation and interior-point optimization: A numerical and experimental study. In: Engineering Structures, v. 304 (April 2024).
- (2024): Effects of Deck-Abutment Pounding on the Seismic Fragility Curves of Box-Girder Highway Bridges. In: Journal of Earthquake Engineering, v. 28, n. 8 (Februar 2024).
- (2023): Optimized Computational Intelligence Model for Estimating the Flexural Behavior of Composite Shear Walls. In: Buildings, v. 13, n. 9 (23 August 2023).
- (2023): Optimum number of actuators to minimize the cross-sectional area of prestressable cable and truss structures. In: Structures, v. 47 (Januar 2023).
- (2014): Experimental Study on Steel Tank Model Using Shaking Table/ Badania Eksperymentalne Modelu Zbiornika Stalowego Na Stole Sejsmicznym. In: Civil and Environmental Engineering Reports, v. 14, n. 3 (September 2014).
- (2022): Fragility analysis of structural pounding between adjacent structures arranged in series with various alignment configurations under near-field earthquakes. In: Bulletin of Earthquake Engineering, v. 20, n. 13 (August 2022).
- (2022): Analysis of floor-to-column pounding of buildings founded on different soil types. In: Bulletin of Earthquake Engineering, v. 20, n. 13 (August 2022).
- (2015): Pounding Between Superstructure Segments in Multi-Supported Elevated Bridge with Three-Span Continuous Deck Under 3D Non-Uniform Earthquake Excitation. In: Journal of Earthquake and Tsunami, v. 9, n. 4 (Oktober 2015).
- (2022): Analysis of pounding between adjacent buildings founded on different soil types. In: Soil Dynamics and Earthquake Engineering, v. 154 (März 2022).
- (2022): Incremental dynamic analysis and fragility assessment of buildings founded on different soil types experiencing structural pounding during earthquakes. In: Engineering Structures, v. 252 (Februar 2022).
- (2021): Extended Newmark method to assess stability of slope under bidirectional seismic loading. In: Soil Dynamics and Earthquake Engineering, v. 143 (April 2021).
- : Increasing the Seismic Resistance of Wood-frame Buildings by Applying PU Foam as Thermal Insulation. In: Periodica Polytechnica Civil Engineering.
- (2013): The modal analysis of cylindrical steel tank with selfsupported roof filled with different level of liquid. In: Budownictwo i Architektura, v. 12, n. 2 (Juni 2013).
- (2020): Modelling of heat and mass transfer through wooden buildings. In: Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, v. 173, n. 4 (Dezember 2020).
- (2019): Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding. In: Bulletin of Earthquake Engineering, v. 18, n. 4 (November 2019).
- (2019): Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels. In: Bulletin of Earthquake Engineering, v. 17, n. 11 (Juli 2019).
- (2010): Pounding-involved response of isolated and non-isolated buildings under earthquake excitation. In: Earthquakes and Structures, v. 1, n. 3 (September 2010).
- (2010): Experimental study on earthquake-induced pounding between structural elements made of different building materials. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 3 (März 2010).
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(1998): Pounding of superstructure segments in isolated elevated bridge during earthquakes. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 5 (Mai 1998).
https://doi.org/10.1002/(sici)1096-9845(199805)27:5<487::aid-eqe738>3.0.co;2-m
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(2000): Reduction of pounding effects in elevated bridges during earthquakes. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 2 (Februar 2000).
https://doi.org/10.1002/(sici)1096-9845(200002)29:2<195::aid-eqe897>3.0.co;2-3
- (2005): Non-linear viscoelastic modelling of earthquake-induced structural pounding. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 6 (Mai 2005).
- (2006): Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding. In: Earthquake Engineering and Structural Dynamics, v. 35, n. 4 (10 April 2006).
- (2008): Earthquake-induced pounding between equal height buildings with substantially different dynamic properties. In: Engineering Structures, v. 30, n. 10 (Oktober 2008).
- (2009): Non-linear FEM analysis of earthquake-induced pounding between the main building and the stairway tower of the Olive View Hospital. In: Engineering Structures, v. 31, n. 8 (August 2009).
- (2012): Non-linear FEM analysis of pounding-involved response of buildings under non-uniform earthquake excitation. In: Engineering Structures, v. 37 (April 2012).
- (2006): Pounding force response spectrum under earthquake excitation. In: Engineering Structures, v. 28, n. 8 (Juli 2006).
- (2016): Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes. In: Bulletin of Earthquake Engineering, v. 14, n. 11 (Mai 2016).
- (2003): Nonlinear Rate Dependent Model of High Damping Rubber Bearing. In: Bulletin of Earthquake Engineering, v. 1, n. 3 ( 2003).
- (2013): Earthquake-induced pounding between equal height multi-storey buildings considering soil-structure interaction. In: Bulletin of Earthquake Engineering, v. 11, n. 4 (Februar 2013).
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