Krešimir Ninčević 
- (2023): Experimental investigation of the loading rate effect and the sustained load effect in the concrete cone capacity of cast-in anchors. In: Materials and Structures, v. 56, n. 8 (9 September 2023).
- (2022): Relationship of LDPM meso-scale parameters and aging for normal and high strength concretes. In: Materials and Structures, v. 55, n. 8 (16 September 2022).
- (2023): Mortar cure-dependent effects on adhesive anchor systems loaded in tension. In: Construction and Building Materials, v. 362 (Januar 2023).
- (2022): Bond stress distribution in adhesive anchor systems: Interplay of concrete and mortar creep. In: Engineering Structures, v. 250 (Januar 2022).
- (2021): On the dependence of concrete edge breakout on concrete age and coarse aggregate type. In: Structural Concrete, v. 22, n. 5 (September 2021).
- (2019): Comprehensive data collection for the development of anchorage lifetime prediction models. In: ce/papers, v. 3, n. 2 (April 2019).
- (2021): Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools. In: Structural Engineering International, v. 31, n. 1 (Januar 2021).
- (2016): The Utjecaj nastavljanja armature na nosivost ab grede prethodno izložene djelovanju visokih temperatura. The influence of continuing reinforcement on the load capacity of a RC beam previously exposed to high temperatures. In: Građevinar, v. 68, n. 12 (Januar 2016).
- (2019): Age and Cure Dependence of Concrete Cone Capacity in Tension. In: ACI Structural Journal, v. 116, n. 4 (Juli 2019).
- (2019): Aggregate effect on concrete cone capacity. In: Engineering Structures, v. 191 (Juli 2019).
- (2017): Aggregate effect in fastening applications. Vorgetragen bei: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- (2018): Concrete creep and shrinkage effect in adhesive anchors subjected to sustained loads. In: Engineering Structures, v. 175 (November 2018).
Structurae kooperiert mit
