Pages that link to "Item:Q400249"
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The following pages link to Optimal design of steel frames accounting for buckling (Q400249):
Displaying 11 items.
- Mathematical and metaheuristic applications in design optimization of steel frame structures: an extensive review (Q460389) (← links)
- Bounds on transient phase plastic deformations in optimal design of steel frames subjected to cyclic loads (Q1021167) (← links)
- Optimal design of a beam subject to bending: a basic application (Q1696558) (← links)
- Object-oriented finite element-based design and progressive steel weight minimization. (Q1852981) (← links)
- 2D frames optimization. Criterion: maximum stability (Q2281913) (← links)
- (Q3105923) (← links)
- Design of steel frames for specified seismic member ductility via inverse eigenmode formulation (Q3141433) (← links)
- Folge‐Wöhlerlinien und Miner‐Regel in einen Stochastischen Ermüdungsmodell (Q4306821) (← links)
- A pseudo‐fully stressed design approach for optimum design of steel frames (Q4861056) (← links)
- Optimal design of steel frame structures (Q5957865) (← links)
- A nested genetic algorithm strategy for an optimal seismic design of frames (Q6155057) (← links)