Feasibility study of super-long span bridges considering aerostatic instability by a two-stage geometric nonlinear analysis

DOI10.1142/S0219455421500334MaRDI QIDQ6490913

Jiunn-Yin Tsay

Publication date: 23 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

geometric nonlinear analysiscable-stayed bridgecritical wind speedaerostatic instabilitycomposite cablesuper-long span bridge

Mathematics Subject Classification ID

Dynamical bifurcation of solutions to dynamical problems in solid mechanics (74H60)

Cites Work

• TWO-NODE CATENARY CABLE ELEMENT WITH RIGID-END EFFECT AND CABLE SHAPE ANALYSIS
• GEOMETRIC NONLINEAR ANALYSIS OF CABLE STRUCTURES WITH A TWO-NODE CABLE ELEMENT BY GENERALIZED DISPLACEMENT CONTROL METHOD

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