A two-step automated procedure based on adaptive limit and pushover analyses for the seismic assessment of masonry structures
Antonio Maria D’Altri, Nicolò Lo Presti, Nicola Grillanda, Giovanni Castellazzi, Stefano de Miranda, Gabriele Milani
Topics & Concepts
MasonryStructural engineeringLimit analysisParametric statisticsDisplacement (psychology)Finite element methodLimit (mathematics)Computer scienceEngineeringMathematicsMathematical analysisPsychotherapistStatisticsPsychologyMasonry and Concrete Structural AnalysisStructural Response to Dynamic LoadsSeismic Performance and Analysis