Design of Combined Tower Section of Main Tower for the Self-anchored Suspension Bridge with Three Towers and 2×428 m in Main Span Arrangement
In this paper,the structure of the combined tower section of the main tower of the main bridge of the Yellow River Bridge across the Fenghuang Road is introduced,and the force analysis result of the combined tower section is revealed by establishing a finite element model.
bridge engineeringself-anchored suspension bridgesteel towercomposite towerconnectorfinite element analysis
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