CONCEPTUAL DESIGN OF BOWSTRING BRIDGESWITH STRESS RIBBON TIE

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Abstract

In this paper the conceptual design of tied-arch bridges is examined. A proposalfor a particular kind of bowstring bridges, with an upper deck and a stress ribbon footbridgeplaced between the arch footings is discussed. The double structure allows to avoid horizontalforces into foundations when functional requirements lead to differentiate pedestrian androad traffic. After a general discussion about classical tied-arches, the main parametersinvolved in the design of the proposed solution are discussed and a case-study is presented.
Lingua originaleEnglish
pagine (da-a)1-16
Numero di pagine16
RivistaMECCANICA DEI MATERIALI E DELLE STRUTTURE
Volume2-1
Stato di pubblicazionePublished - 2011

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