Philipp Gleich
- (2023): Arch Action Model for the structural assessment of existing prestressed concrete bridges. In: Structural Concrete, v. 24, n. 5 (Oktober 2023).
- (2020): Das Erweiterte Druckbogenmodell für die Nachrechnung von Spannbetonbrücken – Theoretische Hintergründe/Application of the extended arch action model for the reassessment of prestressed concrete bridges. In: Bauingenieur, v. 95, n. 11 (November 2020).
- (2019): Experimental Investigation of Arching Effects in Prestressed Concrete Beams with Parallel Chords. Vorgetragen bei: ARCH 2019, 9th International Conference on Arch Bridges, 2-4 October 2019, Porto, Portugal.
- (2019): The Arch Action Model for Shear Capacity Assessments of Prestressed Beams with Parallel Chords. Vorgetragen bei: ARCH 2019, 9th International Conference on Arch Bridges, 2-4 October 2019, Porto, Portugal.
- (2017): Bridge reassessment in Germany: shear capacity computation based on arch action model. In: Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, v. 170, n. 3 (August 2017).
- (2016): An analytical model to determine the shear capacity of prestressed continuous concrete beams. Vorgetragen bei: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016.
- (2016): Erweitertes Druckbogenmodell für die Bestimmung der Querkrafttragfähigkeit von Stahl- und Spannbetonbalken. In: Beton- und Stahlbetonbau, v. 111, n. 5 (Mai 2016).
- (2014): Querkraftversuch an einem Durchlaufträger aus Spannbeton. In: Beton- und Stahlbetonbau, v. 109, n. 10 (Oktober 2014).
Structurae kooperiert mit
