Limit Analysis of Frictional Block Assemblies as a Mathematical Program With Complementarity Constraints

By Michael C. Ferris, Francis Tin-Loi. 2001

272 citations recorded by the source corpus.

Subfields: Computational Theory and Mathematics, Materials Chemistry, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/4eaa9688f24c96f406657861eb2fe52179926b1e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Computational Theory and Mathematics

1. E. Sacco
2. Antonio Tralli
3. Gabriele Milani
4. Vasilis Sarhosis

In Materials Chemistry

1. Gabriele Milani

In Statistics and Probability

1. Antonio Tralli
2. Gabriele Milani

Citations in the corpus

• Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, methodology): “Another approach has been developed by Ferris and Tin-Loi [114], where the computation of the collapse loads of discrete rigid block systems, characterized by nonassocia-tive friction and tensionless contact interfaces, is formulated and solved as a special constrained optimization problem, i.e.…”
• Annotated Bibliography on Bilevel Programming and Mathematical Programs with Equilibrium Constraints (2003, unknown): “Engineering applications can be found in [137,138,177,178,208,332].”