Pages that link to "Item:Q4861056"
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The following pages link to A pseudo‐fully stressed design approach for optimum design of steel frames (Q4861056):
Displaying 9 items.
- Weight minimisation of displacement-constrained truss structures using a strain energy criterion (Q1600765) (← links)
- Optimality of a fully stressed design (Q1818465) (← links)
- Design optimization of steel portal frames (Q2485268) (← links)
- Design of steel frames for specified seismic member ductility via inverse eigenmode formulation (Q3141433) (← links)
- Modified fully utilized design (MFUD) method for stress and displacement constraints (Q4216923) (← links)
- Fully stressed frame structures unobtainable by conventional design methodology (Q4331344) (← links)
- Multiple fully stressed designs of steel frame structures with semi-rigid connections (Q4446808) (← links)
- Optimal design of steel frame structures (Q5957865) (← links)
- Numerical design optimization of real size complex steel space frame structures using a novel adaptive cuckoo search method (Q6569913) (← links)