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Static, kinematic and mixed approaches for 2D discrete masonry limit analysis: Dualization and solver benchmarking

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Yield Design
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Linear Programming
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A computational model for the limit analysis of three-dimensional masonry structures
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Multiplier and gradient methods
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Superlinearly convergent quasi-newton algorithms for nonlinearly constrained optimization problems
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CONOPT: A GRG code for large sparse dynamic nonlinear optimization problems
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A simplified updated Lagrangian approach for combining discrete and finite element methods
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Interior-point methods for nonconvex nonlinear programming: orderings and higher-order methods
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Nonlinear programming without a penalty function
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A combined SQP–IPM algorithm for solving large-scale nonlinear optimization problems
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Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification
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An interior-point method for nonlinear optimization problems with locatable and separable nonsmoothness
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The stone skeleton
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Limit analysis of masonry block structures with non-associative frictional joints using linear programming
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Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening
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Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming
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A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings
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Limit analysis of masonry walls by rigid block modelling with cracking units and cohesive joints using linear programming
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A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures
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Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
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Definition of a general implicit orthotropic yield criterion
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Interior point SQP strategies for large-scale, structured process optimization problems
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Modelling of historical masonry structures: comparison of different approaches through a case study
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Limit analysis and no-tension materials
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The bipotential method: A constructive approach to design the complete contact law with friction and improved numerical algorithms
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Limit analysis of collapse states
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Convex Optimization
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Sequential Quadratic Programming
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Numerical methods for large-scale nonlinear optimization
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An Interior-Point Algorithm for Nonconvex Nonlinear Programming
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Interface Model Applied to Fracture of Masonry Structures
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Continuum Model for Masonry: Parameter Estimation and Validation
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Cap Model for Limit Analysis and Strengthening of Masonry Structures
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Multilaminate Macromodel for Concrete Masonry: Formulation and Verification
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The path solver: a nommonotone stabilization scheme for mixed complementarity problems
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LOQO:an interior point code for quadratic programming
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Soil mechanics and plastic analysis or limit design
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The NEOS Server
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Coulomb Friction, Plasticity, and Limit Loads
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Interior Methods for Mathematical Programs with Complementarity Constraints
inferredcites →https://doi.org/10.1137/090777232openalex-snapshot
An $\ell_1$ Elastic Interior-Point Method for Mathematical Programs with Complementarity Constraints
inferredcites →https://doi.org/10.1137/s0036144502414942openalex-snapshot
Interior Methods for Nonlinear Optimization
inferredcites →https://doi.org/10.1137/s1052623403429081openalex-snapshot
An Interior Point Method for Mathematical Programs with Complementarity Constraints (MPCCs)
inferredcites →https://doi.org/10.1145/800057.808695openalex-snapshot
A new polynomial-time algorithm for linear programming
inferredcites →https://doi.org/10.1201/9781003078494-26openalex-snapshot
Finite/discrete element models for assessment and repair of masonry structures
inferredcites →https://doi.org/10.1201/b21889-36openalex-snapshot
Modelling crushing failure in 3d limit analysis of masonry block structures by mathematical programming
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CONOPT—A Large-Scale GRG Code
inferredcites →https://doi.org/10.1617/s11527-011-9805-yopenalex-snapshot
Influence of building process on stiffness: numerical analysis of a masonry vault including mortar joint shrinkage and crack re-closure effect
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A discrete numerical model for granular assemblies
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NEOS server 4.0 administrative guide.
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Numerical Modeling of Historic Masonry Structures
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