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Analysis of economic efficiency for cable-stayed-suspension bridges based on structural applicability

 Analysis of economic efficiency for cable-stayed-suspension bridges based on structural applicability
Autor(en): , , ,
Beitrag für IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021, veröffentlicht in , S. 453-455
DOI: 10.2749/christchurch.2021.0453
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In this study, the major quantities of 8 suspension bridges (SB) and cable-stayed-suspension bridges (CSSB) from 1,000m to 4,500m in midspan were calculated based on the structural validity. Based ...
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Bibliografische Angaben

Autor(en): (ENVICO Consultants, Seoul, South Korea)
(ENVICO Consultants, Seoul, South Korea)
(ENVICO Consultants, Seoul, South Korea)
(ENVICO Consultants, Seoul, South Korea)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021
Veröffentlicht in:
Seite(n): 453-455 Anzahl der Seiten (im PDF): 3
Seite(n): 453-455
Anzahl der Seiten (im PDF): 3
DOI: 10.2749/christchurch.2021.0453
Abstrakt:

In this study, the major quantities of 8 suspension bridges (SB) and cable-stayed-suspension bridges (CSSB) from 1,000m to 4,500m in midspan were calculated based on the structural validity. Based on the calculated quantity, the economic and structural suitability of each bridge type for the same span was compared. Since the systemic stiffness of the CSSB can be more improved by adopting concrete girder, it was confirmed that the CSSB has advantage in securing economic efficiency, reducing deflections and the period of erection program, and increasing wind resistance.

Stichwörter:
Hängebrücke