- On Mathematical Models of Degradation Processes According to ISO 16204 and fib Model Code. In: ce/papers, v. 6, n. 5 (September 2023). (2023):
- Nonlinear probabilistic structural assessment: Findings from Austrian and Czech bridges. In: ce/papers, v. 6, n. 5 (September 2023). (2023):
- Determination of concrete fracture parameters using inverse analysis: Influence of the tensile softening model. In: Procedia Structural Integrity, v. 43 ( 2023). (2023):
- Extended evaluation of durability-related field inspection data from concrete bridges under service. In: Procedia Structural Integrity, v. 26 ( 2020). (2020):
- (2019): Statistical survey of existing reinforced and pre-stressed bridge types for the AT-CZ region within the "ATCZ190 SAFEBRIDGE" Project. Presented at: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019.
- Application of Probabilistic Methods for the Assessment of Structural Load Bearing Capacity. In: Advanced Materials Research, v. 1106 (June 2015). (2015):
- (2020): fib models for modeling of chloride ion ingress and concrete carbonation: Levels of assessment of input parameters. In: Structural Concrete, v. 21, n. 4 (August 2020).
- Nonlinear Finite Element Analysis of Continuous Welded Rail–bridge Interaction: Monitoring-based Calibration. In: Journal of Civil Engineering and Management, v. 24, n. 4 (July 2018). (2018):
- A comparison of sensitivity analyses for selected prestressed concrete structures. In: Structural Concrete, v. 20, n. 1 (February 2019). (2019):
- Quantification of parameters for modeling of chloride ion ingress into concrete. In: Structural Concrete, v. 20, n. 1 (February 2019). (2019):
- An adaptive ANN-based inverse response surface method. In: Beton- und Stahlbetonbau, v. 113 (February 2018). (2018):
- Modeling of degradation processes in concrete: Probabilistic lifetime and load-bearing capacity assessment of existing reinforced concrete bridges. In: Engineering Structures, v. 119 (July 2016). (2016):
- Monitoring based nonlinear system modeling of bridge–continuous welded rail interaction. In: Engineering Structures, v. 155 (January 2018). (2018):