Pages that link to "Item:Q636464"
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The following pages link to Structural damage detection using an efficient correlation-based index and a modified genetic algorithm (Q636464):
Displaying 17 items.
- Modal parameter based inverse approach for structural joint damage assessment using unified particle swarm optimization (Q279567) (← links)
- Efficient ASIC and FPGA implementation of binary-coded decimal digit multipliers (Q305062) (← links)
- Damage assessment of truss structures from changes in natural frequencies using ant colony optimization (Q440959) (← links)
- Subset solving algorithm: a novel sensitivity-based method for damage detection of structures (Q552483) (← links)
- Some comparisons for damage detection on structures using genetic algorithms and modal sensitivity method (Q1007695) (← links)
- Strain energy numerical technique for structural damage detection (Q2017909) (← links)
- Structural damage identification using an adaptive multi-stage optimization method based on a modified particle swarm algorithm (Q2251584) (← links)
- Structural damage assessment using FRF employing particle swarm optimization (Q2511711) (← links)
- A damage identification method for truss structures using a flexibility-based damage probability index and differential evolution algorithm (Q2831858) (← links)
- Robust structural damage identification based on multi-objective optimization (Q3549864) (← links)
- Detection and quantification of flaws in structures by the extended finite element method and genetic algorithms (Q3567276) (← links)
- A structural damage identification method based on genetic algorithm and vibrational data (Q3587843) (← links)
- Structural damage detection using time domain responses and an optimization method (Q4990718) (← links)
- A robust optimization for damage detection using multiobjective genetic algorithm, neural network and fuzzy decision making (Q4991434) (← links)
- Efficiency of Jaya algorithm for solving the optimization-based structural damage identification problem based on a hybrid objective function (Q5058871) (← links)
- A two-stage approach for structural damage detection using a damage localization indicator vector and cluster particle swarm optimization (Q6048618) (← links)
- A novel optimization algorithm based on modal force information for structural damage identification (Q6491437) (← links)