Zoran Bonic 
- (2022): Punching shear capacity of reinforced concrete column footings accounting for the Soil–Structure interaction effect. Dans: Journal of Building Engineering, v. 46 (avril 2022).
- (2022): Dynamic Analysis of a Deeply Buried Tunnel Influenced by a Newly-built Adjacent Cavity with a Special Emphasis on the Minimum Seismically Safe Tunnel Distance. Dans: Periodica Polytechnica Civil Engineering, v. 66, n. 1 ( 2022).
- (2021): Theoretical and experimental research on the punching shear capacity of reinforced concrete column footings rested on the ground. Dans: Engineering Structures, v. 249 (décembre 2021).
- (2021): Influence of a new‐bored neighbouring cavity on the seismic response of an existing tunnel under incident P‐ and SV‐waves. Dans: Earthquake Engineering and Structural Dynamics, v. 50, n. 11 (septembre 2021).
- (2018): Experimental and theoretical analysis of punching shear of column footings according to fib MC 2010. Dans: ce/papers, v. 2, n. 2-3 (juin 2018).
- (2018): Vulnerability of bridge piers to general and local erosion of river bed. Dans: ce/papers, v. 2, n. 2-3 (juin 2018).
- (2017): Punching Behaviour of Reinforced Concrete Footings at Testing and According to Eurocode 2 and fib Model Code 2010. Dans: International Journal of Concrete Structures and Materials, v. 11, n. 4 (décembre 2017).
- (2015): Testing and finite element analysis of reinforced concrete column footings failing by punching shear. Dans: Engineering Structures, v. 92 (juin 2015).
- (2014): Comparative study on earthquake-induced soil–tunnel structure interaction effects under good and poor soil conditions. Dans: European Journal of Environmental and Civil Engineering, v. 19, n. 8 (décembre 2014).
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