Pages that link to "Item:Q388160"
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The following pages link to Performance-based optimization of steel moment resisting frames (Q388160):
Displaying 9 items.
- Modified-modal-pushover-based seismic optimum design for steel structures considering life-cycle cost (Q381802) (← links)
- Seismic performance evaluation of steel frame-steel plate shear walls system based on the capacity spectrum method (Q926146) (← links)
- Performance-based multi-objective optimization of large steel structures (Q2392405) (← links)
- Optimum strength distribution for seismic resistant shear buildings (Q2571880) (← links)
- Performance-Based Design as a Strategy for Risk Reduction: Application to Seismic Risk Assessment of Composite Steel-Concrete Frames (Q3557794) (← links)
- A pseudo‐fully stressed design approach for optimum design of steel frames (Q4861056) (← links)
- Performance‐based design sensitivity analysis of steel moment frames under earthquake loading (Q5468852) (← links)
- Optimal design of steel frame structures (Q5957865) (← links)
- Efficient storey lateral stiffness estimate and gradient-based multi-objective optimization of reinforced concrete frames with hybrid semi-rigid precast connections (Q6094437) (← links)