Tamás Forgács
Engineering structures · 2018
A researcher in the Science corpus: 1 paper; trusts 4 researchers and is trusted by 0 researchers here, as inferred from the citation graph.
Whom Tamás Forgács trusts overall
Their strongest outbound trust, strongest first, inferred from their citations.
Papers from Tamás Forgács's perspective
Ordered by how strongly the researchers Tamás Forgács trusts endorse each paper. Same corpus, a different order for every researcher.
- Discrete Element Modeling of Masonry Structures
- A review of experimental investigations and assessment methods for masonry arch bridges (Structure and Infrastructure Engineering)
- The Combined Finite-Discrete Element Method
- Collapse behaviour of three-dimensional brick-block systems using non-linear programming
- Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation
- An orthotropic damage model for masonry structures
- Micromechanical parameters in bonded particle method for modelling of brittle material failure
- 3D non-linear behavior of masonry arch bridges
- Assessment of masonry arch railway bridges using non-destructive in-situ testing methods
- Collapse analysis of masonry bridges taking into account arch–fill interaction
Their papers
- Influence of construction method on the load bearing capacity of skew masonry arches (2018) — 56 citations