Pages that link to "Item:Q1912054"
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The following pages link to A deterministic method to predict the effect of unknown-but-bounded elastic moduli on the buckling of composite structures (Q1912054):
Displaying 14 items.
- Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters (Q358912) (← links)
- A random sampling approach to worst-case design of structures (Q381813) (← links)
- Hybrid theoretical, experimental and numerical study of vibration and buckling of composite shells with scatter in elastic moduli (Q837783) (← links)
- Unified form for static displacement, dynamic response and natural frequency analysis based on convex models (Q965542) (← links)
- An inequality model for solving interval dynamic response of structures with uncertain-but-bounded parameters (Q988976) (← links)
- Anti-optimization technique for structural design under load uncertainties (Q1817821) (← links)
- Transient vibrations of cross-ply plates subject to uncertain excitations (Q1893711) (← links)
- Natural frequencies of structures with uncertain but nonrandom parameters (Q1905941) (← links)
- Uncertainty quantification of multi-dimensional parameters for composite laminates based on grey mathematical theory (Q2295141) (← links)
- Non-probabilistic interval model-based system reliability assessment for composite laminates (Q2322972) (← links)
- Convex model and interval analysis method to predict the effect of uncertain-but-bounded parameters on the buckling of composite structures (Q2495592) (← links)
- Detrimental or serendipitous effect of human error on reliability of structures (Q2564506) (← links)
- UNCERTAIN BUCKLING AND RELIABILITY ANALYSIS OF THE PIEZOELECTRIC FUNCTIONALLY GRADED CYLINDRICAL SHELLS BASED ON THE NONPROBABILISTIC CONVEX MODEL (Q2971950) (← links)
- Extension of convex models and its improvement on the approximate solution (Q4359138) (← links)