Jeremy Bleyer
- (2023): Elastoplastic and limit analysis of reinforced concrete with an equilibrium-based finite element formulation. In: Computers & Structures, v. 286 (Oktober 2023).
- (2023): Evaluating the failure load of high-rise reinforced concrete walls under fire loading using the yield design approach. In: Structures, v. 48 (Februar 2023).
- (2022): Structural robustness quantification through the characterization of disproportionate collapse compared to the initial local failure. In: Engineering Structures, v. 255 (März 2022).
- (2021): A progressive collapse modelling strategy coupling the yield design theory with non-linear analysis. In: Engineering Structures, v. 241 (August 2021).
- (2018): Yield Design Based Numerical Analysis of Three-dimensional Reinforced Concrete. Vorgetragen bei: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018.
- (2019): A Scenario-Based Procedure for Structural Robustness Assessment. Vorgetragen bei: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019.
- (2021): Automated formulation and resolution of limit analysis problems. In: Computers & Structures, v. 243 (Januar 2021).
- (2020): Elastoplastic and limit analysis of 3D steel assemblies using second-order cone programming and dual finite-elements. In: Engineering Structures, v. 221 (Oktober 2020).
- (2020): Dual finite-element analysis using second-order cone programming for structures including contact. In: Engineering Structures, v. 208 (April 2020).
- (2013): Yield surface approximation for lower and upper bound yield design of 3D composite frame structures. In: Computers & Structures, v. 129 (Dezember 2013).
- (2015): Failure design of high-rise concrete panels under fire loading. In: Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, v. 168, n. 4 (Dezember 2015).
Structurae kooperiert mit
