Santander Bay's Footbridge
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Bibliografische Angaben
Autor(en): |
Marcos J. Pantaleón
Roberto Revilla Patricia Olazábal |
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Medium: | Tagungsbeitrag | ||||
Sprache(n): | Englisch | ||||
Tagung: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
Veröffentlicht in: | IABSE Symposium Madrid 2014 | ||||
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Seite(n): | 762-766 | ||||
Anzahl der Seiten (im PDF): | 5 | ||||
Jahr: | 2014 | ||||
DOI: | 10.2749/222137814814066861 | ||||
Abstrakt: |
This footbridge is formed by a balcony beam, 70,7 m long, fixed to two abutments at its ends. The full length of the footbridge including both white wall accesses is 267,5 m. The flying beam is constructed of a steel–concrete composite semicircular section of 1,45 m depth. The transition between the beam and the white walls is achieved by a concrete projecting wall of 15 m length, whose depth varies parabolically from 1,45 m at the ends of the beam to 5,5 m at the foundation. The girder of the balcony beam is made up of a steel–concrete composite semicircular section. It has a constant depth of 1,45 m. The abutments are made up of concrete cup-shaped sections. Both lateral accesses are longitudinally inclined with a maximum slope of 6% and elegantly support the transitional elements between themselves and the beautiful composite flying girder. |
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Stichwörter: |
Entwurf Fußgängersteg Fußgängerbrücke Verbundquerschnitt
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