CONCEPTUAL DESIGN OF BOWSTRING BRIDGESWITH STRESS RIBBON TIE

Michele Fabio Granata

CONCEPTUAL DESIGN OF BOWSTRING BRIDGESWITH STRESS RIBBON TIE

Ingegneria

Risultato della ricerca: Article › peer review

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 originale	English
pagine (da-a)	1-16
Numero di pagine	16
Rivista	MECCANICA DEI MATERIALI E DELLE STRUTTURE
Volume	2-1
Stato di pubblicazione	Published - 2011

Altri file e collegamenti

OA Link

Fingerprint Entra nei temi di ricerca di 'CONCEPTUAL DESIGN OF BOWSTRING BRIDGESWITH STRESS RIBBON TIE'. Insieme formano una fingerprint unica.

Cita questo

@article{79c8fe3b29854edb85613a3f35ab224c,

title = "CONCEPTUAL DESIGN OF BOWSTRING BRIDGESWITH STRESS RIBBON TIE",

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.",

keywords = "arch, bridge, cable pretension, stress ribbon, thrust, tie, arch, bridge, cable pretension, stress ribbon, thrust, tie",

author = "Granata, {Michele Fabio}",

year = "2011",

language = "English",

volume = "2-1",

pages = "1--16",

journal = "MECCANICA DEI MATERIALI E DELLE STRUTTURE",

issn = "2035-679X",

}

TY - JOUR

T1 - CONCEPTUAL DESIGN OF BOWSTRING BRIDGESWITH STRESS RIBBON TIE

AU - Granata, Michele Fabio

PY - 2011

Y1 - 2011

N2 - 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.

AB - 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.

KW - arch

KW - bridge

KW - cable pretension

KW - stress ribbon

KW - thrust

KW - tie

KW - arch

KW - bridge

KW - cable pretension

KW - stress ribbon

KW - thrust

KW - tie

UR - http://hdl.handle.net/10447/61325

M3 - Article

VL - 2-1

SP - 1

EP - 16

JO - MECCANICA DEI MATERIALI E DELLE STRUTTURE

JF - MECCANICA DEI MATERIALI E DELLE STRUTTURE

SN - 2035-679X

ER -