Pages that link to "Item:Q1894403"
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The following pages link to A computationally efficient method for the limit elasto-plastic analysis of space frames (Q1894403):
Displaying 12 items.
- A powerful force-based approach for the limit analysis of three-dimensional frames (Q398030) (← links)
- Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica (Q1117746) (← links)
- Large deformation of structures by sequential limit analysis (Q1210012) (← links)
- Structural reliability analysis of elastic-plastic structures using neural networks and Monte Carlo simulation (Q1371837) (← links)
- Reliability-based structural optimization using neural networks and Monte Carlo simulation (Q1858475) (← links)
- Development of new spatially curved frame finite element for crash analysis. I: Formulation and validation (Q1904918) (← links)
- The influence of geometric effects on the behavior of strain softening frames (Q1959737) (← links)
- Development of the large increment method for elastic perfectly plastic analysis of plane frame structures under monotonic loading (Q2454597) (← links)
- Advanced solution methods in structural optimization based on evolution strategies (Q4241305) (← links)
- Large scale structural optimization: Computational methods and optimization algorithms. (Q5957107) (← links)
- Civil engineering applications of the asymptotic expansion load decomposition beam model: an overview (Q6059914) (← links)
- The asymptotic expansion load decomposition elastoplastic beam model (Q6597770) (← links)
