- Key features of numerical models for the FE-simulation of deep tunnel advance by the NATM. In: Underground Space, v. 14 (Februar 2024). (2024):
- Evaluation of the Performance of an Enhanced Damage Plasticity Model for Predicting the Cyclic Response of Plain Concrete under Multiaxial Loading Conditions. In: International Journal of Structural and Civil Engineering Research, v. 9, n. 4 ( 2020). (2020):
- Experimental and numerical study on nonlinear basic and drying creep of normal strength concrete under uniaxial compression. In: Construction and Building Materials, v. 362 (Januar 2023). (2023):
- Numerical simulation of the load-carrying behavior of RC tunnel structures exposed to fire. In: Finite Elements in Analysis and Design, v. 45, n. 12 (Oktober 2009). (2009):
- Nonlinear Time-Dependent Analysis of the Load-Bearing Capacity of a Single Permanent Shotcrete Lining at the Brenner Base Tunnel. In: Structural Engineering International, v. 30, n. 4 (Oktober 2020). (2020):
- Numerical prediction of crack propagation and crack widths in concrete structures. In: Engineering Structures, v. 31, n. 8 (August 2009). (2009):
- (2018): A 3D continuum FE-model for predicting the nonlinear response and failure modes of RC frames in pushover analyses. In: Bulletin of Earthquake Engineering, v. 16, n. 10 (Februar 2018).
- Evaluation of models for estimating concrete strains due to drying shrinkage. In: Structural Concrete, v. 15, n. 4 (Dezember 2014). (2014):
- Design of Tunnels in Swelling Rock – Implementation of a simple material law in a FE-program and comparison with engineering approaches. In: Felsbau, v. 20, n. 6 ( 2002). (2002):
- Modellierung der Rissbildung in Betonstrukturen. In: Bauingenieur, v. 85, n. 4 (April 2010). (2010):
- Konstitutive Modellierung von Beton. In: (2005): Beton-Kalender 2006 [2 Bd.]. Wilhelm Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH, Berlin (Deutschland), ISBN 978-3-433-01672-5. (2005):