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Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels

Earthquake EngineeringDynamic BehaviorEngineeringMasonry StructuresMechanical EngineeringCivil EngineeringFinite Element ModelStructural AnalysisStructural ApplicationStructural DesignStructural DynamicStructural OptimizationComputational MechanicsStructural MechanicsIncompatible Displacement ModesStructural SystemConstruction EngineeringStructural Engineering