Pages that link to "Item:Q3549764"

The following pages link to Damage identification by the eigenparameter decomposition of structural flexibility change (Q3549764):

Displaying 21 items.

• Parameter estimation method for damage detection in torsionally coupled base-isolated structures (Q296066) (← links)
• Structural damage identification based on best achievable flexibility change (Q651725) (← links)
• Flexibility-based structural damage identification using Gauss-Newton method (Q746450) (← links)
• Analyses on structural damage identification based on combined parameters (Q939729) (← links)
• A numerical technique for structural damage detection (Q1044453) (← links)
• Mass change detection based on reduced measurements (Q1282184) (← links)
• An integral equation for changes in structural dynamics characteristics of damaged structures (Q1290112) (← links)
• Structural damage localization by the principal eigenvector of modal flexibility change (Q1736782) (← links)
• Smoothed reduction of fracture mechanics solutions to 1D cracked models (Q1788153) (← links)
• Damage detection approach based on the second derivative of flexibility estimated from incomplete mode shape data (Q2284709) (← links)
• Nondestructive damage detection in structures using changes in compliance (Q2385855) (← links)
• Identification of damage in beam and plate structures using parameter-dependent frequency changes (Q2726096) (← links)
• A damage identification method for truss structures using a flexibility-based damage probability index and differential evolution algorithm (Q2831858) (← links)
• A new damage identification method based on structural flexibility disassembly (Q2846315) (← links)
• (Q3412505) (← links)
• Damage detection by the topology design formulation using modal parameters (Q3587788) (← links)
• A mixed sensitivity method for structural damage detection (Q3623501) (← links)
• Structural damage detection with damage induction vector and best achievable vector (Q4391972) (← links)
• An improved generalized flexibility matrix approach for structural damage detection (Q4991494) (← links)
• The generalized flexibility matrix method for structural damage detection with incomplete mode shape data (Q5036796) (← links)
• FEM free damage detection of beam structures using the deflections estimated by modal flexibility matrix (Q6491528) (← links)