Pages that link to "Item:Q2456109"
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The following pages link to Efficient design sensitivities of structures subjected to dynamic loading (Q2456109):
Displaying 11 items.
- An optimal method for seismic drift design of concrete buildings using gradient and Hessian matrix calculations (Q363298) (← links)
- Structural dynamic shape optimization and sensitivity analysis based on RKPM (Q373968) (← links)
- Reanalysis and sensitivity reanalysis by combined approximations (Q381352) (← links)
- Advances in concrete arch dams shape optimization (Q638865) (← links)
- Sparse versus simple structure loadings (Q888031) (← links)
- Efficient redesign of damped structural systems for target transfer functions (Q1376108) (← links)
- A numerical method of calculating first and second derivatives of dynamic response based on Gauss precise time step integration method (Q2034293) (← links)
- Algebraic and modal methods for computing high-order sensitivities in asymmetrical undamped system (Q2195969) (← links)
- Optimization of structural dynamic behaviour based on effective modal parameters (Q3587876) (← links)
- Accurate computation of design sensitivities for structures under transient dynamic loads using time marching scheme (Q3841353) (← links)
- Reanalysis of static response and its design sensitivity of locally modified structures (Q4015360) (← links)
