Pages that link to "Item:Q6490913"
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The following pages link to Feasibility study of super-long span bridges considering aerostatic instability by a two-stage geometric nonlinear analysis (Q6490913):
Displaying 4 items.
- Wind-induced asymmetry torsional divergence of long-span bridges: mechanism, three-dimensional and turbulence effects (Q6538143) (← links)
- Modal characteristic and nonlinear dynamic response of suspension bridge with lateral asymmetric stiffness (Q6538249) (← links)
- A new technique for calculating the effective length factor of the tower in cable-stayed bridge (Q6538273) (← links)
- Modeling and analysis of 1:3 internal resonance of suspension bridge under boundary excitations (Q6642324) (← links)