Formulation and solution of inverse spaghetti problem: Application to beam deployment dynamics
Formulation and Solution of Inverse Spaghetti Problem: Application to Beam Deployment Dynamics
Second-Order Structural Identification Procedure via State-Space-Based System Identification
Method for Determining Minimum-Order Mass and Stiffness Matrices from Modal Test Data
Minimal Order Experimental Component Mode Synthesis New Results and Challenges
Consistent Model Reduction of Experimental Modal Parameters for Reduced-Order Control
Extraction of Normal Modes and Full Modal Damping from Complex Modal Parameters