Novel non-linear static numerical model for curved masonry structures based on a combined adaptive limit analysis and discrete FE computations
Jacopo Scacco, Nicola Grillanda, Gabriele Milani, Paulo B. Lourénço
Topics & Concepts
Limit analysisMasonryDiscretizationStructural engineeringFinite element methodArchDisplacement (psychology)KinematicsComputer scienceMathematicsEngineeringMathematical analysisPhysicsClassical mechanicsPsychologyPsychotherapistMasonry and Concrete Structural AnalysisStructural Response to Dynamic LoadsSeismic Performance and Analysis