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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
Autor(en): , ,
Beitrag für IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, veröffentlicht in , S. 158-165
DOI: 10.2749/stockholm.2016.0158
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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 l...
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Bibliografische Angaben

Autor(en): (Yokohama National University, Yokohama, JAPAN)
(Yokohama National University, Yokohama, JAPAN)
(East Nippon Expressway Co., Ltd, Tokyo, JAPAN (Former Graduate Student))
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Veröffentlicht in:
Seite(n): 158-165 Anzahl der Seiten (im PDF): 8
Seite(n): 158-165
Anzahl der Seiten (im PDF): 8
Jahr: 2016
DOI: 10.2749/stockholm.2016.0158
Abstrakt:

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.

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