Static and Dynamic Structural Characteristics and Economical Efficiency of Ultra Long-Span Cable-Stayed Suspension Bridges

<p>Structural configuration of a cable-stayed suspension bridge with the main span length of 2,500m was analytically studied from aerodynamic stability point of view. Effects of cable-stayed section length, tower height and safety factor of cables were investigated. As a result, the lower tower height and smaller safety factors make the cable-stayed suspension bridge advantageous to the same scale suspension bridge in terms of the structural weight and flutter critical wind speed.</p>

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Structural Configuration of Cable-stayed Suspension Bridge from Aerodynamic Stability Point of View

Katsuchi

Yamada

Imai³

2016

IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment

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Static and Dynamic Structural Characteristics and Economical Efficiency of Ultra Long-Span Cable-Stayed Suspension Bridges

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Structural Configuration of Cable-stayed Suspension Bridge from Aerodynamic Stability Point of View

Structural Configuration of Cable-stayed Suspension Bridge from Aerodynamic Stability Point of View

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