Tatjana Isakovic 
- (2023): Estimation of the shear capacity of decks in existing shorter reinforced concrete bridges. In: ce/papers, v. 6, n. 5 (September 2023).
- : Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table. In: Bulletin of Earthquake Engineering.
- (2023): International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table. In: Bulletin of Earthquake Engineering, v. 21, n. 15 (28 November 2023).
- (2023): Seismic Response of Reinforced-Concrete One-Storey Precast Industrial Buildings with Horizontal Cladding Panels. In: Buildings, v. 13, n. 10 (10 October 2023).
- (2023): Simulation of the E-Defense 2015 test on a 10-storey building using macro-models. In: Bulletin of Earthquake Engineering, v. 21, n. 15 (28 November 2023).
- (2022): Full-scale shaking table test of a reinforced concrete precast building with horizontal concrete cladding panels and a numerical simulation. In: Journal of Building Engineering, v. 55 (September 2022).
- (2021): Recent Advances in the Research of the Seismic Response of RC Precast Buildings at the University of Ljubljana. In: Frontiers in Built Environment, v. 7 (January 2021).
- (2021): Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 6 (May 2021).
- (2020): Modelling in-plane dynamic response of a fastening system for horizontal concrete facade panels in RC precast buildings. In: Engineering Structures, v. 224 (December 2020).
- (2018): Comparative Study of State-of-the-Art Macroscopic Models for Planar Reinforced Concrete Walls. In: ACI Structural Journal, v. 115, n. 6 (November 2018).
- (2014): Nonlinear finite element modelling of centric dowel connections in precast buildings. In: Computers and Concrete, v. 14, n. 4 (October 2014).
- (2004): Implementation of a macro model to predict seismic response of RC structural walls. In: Computers and Concrete, v. 1, n. 2 (May 2004).
- (2008): Modeling the Cyclic Flexural and Shear Response of the R. C. Hollow Box Columns of an Existing Viaduct. In: Journal of Earthquake Engineering, v. 12, n. 7 ( 2008).
- (1994): Object‐Oriented Modeling of Design System for RC Buildings. In: Journal of Computing in Civil Engineering, v. 8, n. 4 (October 1994).
- (2011): Floor response spectra in isolated structures, subjected to earthquakes weaker than the design earthquake-Part II: Isolation with magnetically controlled elastomeric bearings. In: Structural Control and Health Monitoring, v. 18, n. 5 (August 2011).
- (2011): Floor response spectra in isolated structures subjected to earthquakes weaker than the design earthquake-Part I: Isolation with high-damping rubber bearings. In: Structural Control and Health Monitoring, v. 18, n. 6 (October 2011).
- (2006): Higher modes in simplified inelastic seismic analysis of single column bent viaducts. In: Earthquake Engineering and Structural Dynamics, v. 35, n. 1 (January 2006).
- (2008): Applicability of pushover methods for the seismic analysis of single-column bent viaducts. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 8 (10 July 2008).
- (2013): Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings. In: Engineering Structures, v. 52 (July 2013).
- (2015): Cyclic response of I-shaped bridge columns with substandard transverse reinforcement. In: Engineering Structures, v. 99 (September 2015).
- (2017): Shake-Table Response of a Coupled RC Wall with Thin T-Shaped Piers. In: Journal of Structural Engineering (ASCE), v. 143, n. 5 (May 2017).
- (2014): Estimation of the cyclic capacity of beam-to-column dowel connections in precast industrial buildings. In: Bulletin of Earthquake Engineering, v. 13, n. 7 (December 2014).
- (2008): Cyclic response of slender RC columns typical of precast industrial buildings. In: Bulletin of Earthquake Engineering, v. 6, n. 3 (June 2008).
- (2011): Seismic shear force magnification in RC cantilever structural walls, designed according to Eurocode 8. In: Bulletin of Earthquake Engineering, v. 10, n. 2 (August 2011).
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