Pages that link to "Item:Q363298"
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The following pages link to An optimal method for seismic drift design of concrete buildings using gradient and Hessian matrix calculations (Q363298):
Displaying 7 items.
- Optimal design of structures subjected to time history loading by swarm intelligence and an advanced metamodel (Q658281) (← links)
- Reinforced concrete seismically-excited frame design with a new mixed \(H_2/H_{\infty}\) optimization approach (Q1750142) (← links)
- Drift reliability-based optimization method of frames subjected to stochastic earthquake ground motion (Q2337523) (← links)
- Toward more rational criteria for determination of design earthquake forces (Q2455921) (← links)
- Optimum strength distribution for seismic resistant shear buildings (Q2571880) (← links)
- Seismic design optimization of engineering structures: a comprehensive review (Q2694679) (← links)
- Efficient storey lateral stiffness estimate and gradient-based multi-objective optimization of reinforced concrete frames with hybrid semi-rigid precast connections (Q6094437) (← links)