David Lehký 
- (2023): Inverse Analysis and Optimization‐based Model Updating for Structural Damage Detection. Dans: ce/papers, v. 6, n. 5 (septembre 2023).
- (2023): On Mathematical Models of Degradation Processes According to ISO 16204 and fib Model Code. Dans: ce/papers, v. 6, n. 5 (septembre 2023).
- (2023): Nonlinear probabilistic structural assessment: Findings from Austrian and Czech bridges. Dans: ce/papers, v. 6, n. 5 (septembre 2023).
- (2023): Determination of concrete fracture parameters using inverse analysis: Influence of the tensile softening model. Dans: Procedia Structural Integrity, v. 43 ( 2023).
- (2018): Safety and performance concept. Reliability assessment of concrete structures. fédération internationale du béton (fib), Lausanne (Suisse), ISBN 9782883941267.
- (2021): Fracture parameters of alkali-activated aluminosilicate composites with ceramic precursor: durability aspects. Dans: Procedia Structural Integrity, v. 33 ( 2021).
- (2021): Reliability‐based optimization of a prestressed concrete roof girder using a surrogate model and the double‐loop approach. Dans: Structural Concrete, v. 22, n. 4 (juin 2021).
- (2018): Towards nonlinear reliability assessment of concrete transport structures. Présenté pendant: IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018.
- (2022): Comprehensive fracture tests of concrete for the determination of mechanical fracture parameters. Dans: Structural Concrete, v. 23, n. 1 (janvier 2022).
- (2021): Neural network ensemble-based sensitivity analysis in structural engineering: Comparison of selected methods and the influence of statistical correlation. Dans: Computers & Structures, v. 242 (janvier 2021).
- (2019): Safety analysis and reliability assessment of engineering structures – The success story of SARA. Dans: ce/papers, v. 3, n. 2 (avril 2019).
- (2015): Fracture-Mechanical Parameters for Modeling of Quasi-Brittle Materials and Structures. Dans: Advanced Materials Research, v. 1106 (juin 2015).
- (2015): Application of Probabilistic Methods for the Assessment of Structural Load Bearing Capacity. Dans: Advanced Materials Research, v. 1106 (juin 2015).
- (2018): Nonlinear Finite Element Analysis of Continuous Welded Rail–bridge Interaction: Monitoring-based Calibration. Dans: Journal of Civil Engineering and Management, v. 24, n. 4 (juillet 2018).
- (2019): A comparison of sensitivity analyses for selected prestressed concrete structures. Dans: Structural Concrete, v. 20, n. 1 (février 2019).
- (2017): Comparison of methods for determination of load-bearing capacity of I-73 and KA-73 precast concrete bridge beams. Présenté pendant: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- (2018): An adaptive ANN-based inverse response surface method. Dans: Beton- und Stahlbetonbau, v. 113 (février 2018).
- (2012): Solving Inverse Structural Reliability Problem Using Artificial Neural Networks and Small-Sample Simulation. Dans: Advances in Structural Engineering, v. 15, n. 11 (novembre 2012).
- (2016): Modeling of degradation processes in concrete: Probabilistic lifetime and load-bearing capacity assessment of existing reinforced concrete bridges. Dans: Engineering Structures, v. 119 (juillet 2016).
- (2018): Monitoring based nonlinear system modeling of bridge–continuous welded rail interaction. Dans: Engineering Structures, v. 155 (janvier 2018).
- (2016): Correlation among selected fracture-mechanical parameters of concrete obtained from experiments and inverse analyses. Dans: Structural Concrete, v. 17, n. 6 (décembre 2016).
- (2014): Stochastic fracture-mechanical parameters for the performance-based design of concrete structures. Dans: Structural Concrete, v. 15, n. 3 (septembre 2014).
- (2007): Identification Strategies for Maintenance of Bridges. Présenté pendant: IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007.
- (2004): Stochastische Parameteridentifikation bei Konstruktionsbeton für die Betonerhaltung. Dans: Beton- und Stahlbetonbau, v. 99, n. 12 (décembre 2004).
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